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Biswajit Mukhopadhyay
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DEC, Houston, Texas
Vijay P. Singh
Affiliation:
Texas A&M University
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Applied Hydrology , pp. 724 - 740
Publisher: Cambridge University Press
Print publication year: 2024

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References

Abermann, J., Lambrecht, A., Fischer, A., and Kuhn, M. (2009). Quantifying changes and trends in glacier area and volume in the Austrian Ötztal Alps (1969–1997–2006). Cryosphere Discussion, 3, 415441.Google Scholar
Abramowitz, M. and Stegun, I. A. (1970). Handbook of Mathematical Functions with Formulas, Graphs, and Mathematical Tables. National Bureau of Standards, Applied Mathematics Series 55. National Bureau of Standards, Cambridge.Google Scholar
Ackers, P. and White, W. R. (1973). Sediment transport: new approach and analysis. Journal of the Hydraulics Division, American Society of Civil Engineers, 99(HY11), 20402060.Google Scholar
Adam, J. C., Hamlet, A. F., and Lettenmaier, D. P. (2009). Implications of global climate change for snowmelt hydrology in the twenty-first century. Hydrological Processes, 23, 962972.CrossRefGoogle Scholar
Ahn, S. J. and Lee, E. H. (1986). Derivation of the synthetic unit hydrograph at ungauged small watershed. Journal of Korea Water Resources Association, 19(2), 157166.Google Scholar
Ali, K. F. and De Boer, D. H. (2007). Spatial patters and variation of suspended sediment yield in the upper Indus River basin, northern Pakistan. Journal of Hydrology, 334, 368387.CrossRefGoogle Scholar
Ali, M. H. and Shul, L. T. (2009). Potential evapotranspiration model for Muda Irrigation Project, Malaysia. Water Resources Management, 23, 5769.CrossRefGoogle Scholar
Allen, R. G. (1986). A Penman for all seasons. Journal of Irrigation and Drainage Engineering, 112(4), 348368.CrossRefGoogle Scholar
Allen, G. A. and Pruitt, W. O. (1986). Rational use of the FAO Blaney–Criddle formula. Journal of Irrigation and Drainage Engineering, 112(2), 139155.CrossRefGoogle Scholar
Allen, G. A., Pereira, L. S., Raes, D., and Smith, M. (1998). Crop Evapotranspiration: Guidelines for Computing Crop Water Requirement. UN Food and Agricultural Organization (FAO) Irrigation and Drainage Paper 56, FAO, Rome.Google Scholar
Alley, W. M. (1984). On the treatment of evapotranspiration, soil moisture accounting, and aquifer recharge in monthly water balance models. Water Resources Research, 20, 11371149.CrossRefGoogle Scholar
Anderson, J. R., Hardy, E. E., Roach, J. T., and Witmer, R. E. (1976). A Land Use and Land Cover Classification System for Use with Remote Sensor Data. Geological Survey Professional Paper 964. United States Geological Survey, Cambridge.CrossRefGoogle Scholar
Arkin, P. A. and Ardanuy, P. E. (1989). Estimating climatic-scale precipitation from space: a review. Journal of Climate, 2, 12291238.2.0.CO;2>CrossRefGoogle Scholar
Arnell, N. W. and Reynard, N. S. (1996). The effects of climate change due to global warming on river flows in Great Britain. Journal of Hydrology, 183, 397424.CrossRefGoogle Scholar
Arnell, N. W. and Reynard, N. S. (2000). Climate change and UK hydrology. In Acreman, M. (ed.), The Hydrology of the UK, A Study of Change, Routledge, Cambridge, pp. 329.Google Scholar
Aron, G. and White, E. (1982). Fitting a gamma distribution over a synthetic unit hydrograph. Water Resources Bulletin, 18(1), 9598.CrossRefGoogle Scholar
Aron, G. and White, E. (1983). Reply to discussion: fitting a gamma distribution over a synthetic unit hydrograph. Water Resources Bulletin, 19(2), 303304.CrossRefGoogle Scholar
Arora, V. K. and Boer, G. J. (2001). Effects of simulated climate change on the hydrology of major river basins. Journal of Geophysical Research – Atmospheres, 106, 33353348.CrossRefGoogle Scholar
Asquith, W. H. (2003). Modeling of runoff-producing rainfall hyetographs in Texas using L-moment statistics. Ph. D. dissertation, University of Texas at Austin, Austin, TX.Google Scholar
Asquith, W. H. and Roussel, M. C. (2007). An Initial Abstraction, Constant-Loss Model for Unit Hydrograph Modeling for Applicable Watersheds in Texas. Scientific Investigations Report 2007-5243. US Geological Survey, Cambridge.CrossRefGoogle Scholar
Asquith, W. H., Thompson, D. B., Cleveland, T. G., and Fang, X. (2004). Synthesis of Rainfall and Runoff Data Used for Texas Department of Transportation Research Projects 0-4193 and 0-4194. Open-file Report 2004-1035. Department of Transportation, CambridgeCrossRefGoogle Scholar
Asquith, W. H., Thompson, D. B., Cleveland, T. G., and Fang, X. (2005). Unit Hydrograph Estimation for Applicable Texas Watersheds. Research Report 0-4194-4. Department of Transportation, CambridgeGoogle Scholar
Asquith, W. H., Cleveland, T. G., and Roussel, M. C. (2011). A Method for Estimating Peak and Time of Peak Streamflow from Excess Rainfall for 10- to 640-Acre Watersheds in the Houston, Texas Metropolitan Area. US Geological Survey Scientific Investigations Report 2011-5104. US Geological Survey, CambridgeCrossRefGoogle Scholar
Atkinson, B. W. (1979). Urban influences on precipitation in London. In G. E. Hollis (ed.), Man’s Influence on the Hydrological Cycle in the United Kingdom. Geobooks, Cambridge, pp. 123–133.Google Scholar
Ayalew, T. B., Krajewski, W. F., and Mantilla, R. (2015). Analyzing the effects of excess rainfall properties on the scaling structure of peak discharges: insights from a mesoscale river basin. Water Resources Research, 51(6), 39003921.CrossRefGoogle Scholar
Barnes, B. S. (1940). Discussion on analysis of runoff characteristics by O. H. Meyer. Transactions of the American Society of Civil Engineers, 105, 104–106.Google Scholar
Barnett, T. P., Adam, J. C., and Lettenmaier, D. P. (2005). Potential impacts of a warming climate on water availability in snow-dominated regions. Nature, 438, 303309.CrossRefGoogle ScholarPubMed
Barnett, T. P., Pierce, D. W, Hidalgo, H. G., et al. (2008). Human-induced changes in the hydrology of the western United States. Science, 319, 10801083.CrossRefGoogle ScholarPubMed
Barry, R. G. (1990). Changes in mountain climate and glacio-hydrological responses. Mountain Research and Development, 10 (2), 161170.CrossRefGoogle Scholar
Bates, B. C., Kundzewicz, Z. W., Wu, S., Palutikof, J. P. (eds.) (2008). Climate Change and Water. Technical Paper of the Intergovernmental Panel on Climate Change. IPCC Secretariat, Cambridge.Google Scholar
Bell, F. C. and Kar, S. O. (1969). Characteristic response times in design flood estimation. Journal of Hydrology, 8, 173196.CrossRefGoogle Scholar
Bellman, R. (1957). Dynamic Programming. Princeton University Press, Cambridge.Google ScholarPubMed
Bernard, M. M. (1932). Formulas for rainfall intensities of long duration. Transactions of the American Society of Civil Engineers, 96(1), 592624.CrossRefGoogle Scholar
Berthier, E., Arnaud, Y., Kumar, R., et al. (2007). Remote sensing estimates of glacier mass balances in the Himachal Pradesh, Western Himalaya, India. Remote Sensing of Environment, 108, 327338.CrossRefGoogle Scholar
Benavidez, R., Jackson, B., Maxwell, D., and Norton, K. (2018). A review of the (Revised) Universal Soil Loss Equation ((R)USLE): with a view to increasing its global applicability and improving soil loss estimates. Hydrology and Earth System Sciences, 22( 11), 60596086.CrossRefGoogle Scholar
Bengtsson, L. (1982). The importance of refreezing on the diurnal snowmelt cycle with application to a northern Swedish catchment. Nordic Hydrology, 13, 112.CrossRefGoogle Scholar
Bengtsson, L. (1986). Snowmelt simulation models in relation to space and time. IAHS Publication, 155, 115123.Google Scholar
Bennett, T. H. and Peters, J. C. (2000). Continuous soil moisture accounting in the Hydrologic Engineering Center Hydrologic Modeling System (HEC-HMS). Joint Conference on Water Resources Engineering and Water Resources Planning and Management, July 30–August 2, Minneapolis, MN.CrossRefGoogle Scholar
Benson, M. A. (1962). Evolution of Methods for Evaluating the Occurrence of Floods. US Geological Survey, Water Supply Paper 1580-A. US Geological Survey, Cambridge.Google Scholar
Bérod, D. D., Singh, V. P., Devred, D., and Musy, A. (1995). A geomorphologic nonlinear cascade (GNC) model for estimation of floods from small alpine watersheds. Journal of Hydrology, 166, 147170.CrossRefGoogle Scholar
Bérod, D. D., Singh, V. P., and Musy, A. (1999). A geomorphologic kinematic-wave (GKW) model for estimation of floods from small alpine watersheds. Hydrological Processes, 13, 13911416.3.0.CO;2-B>CrossRefGoogle Scholar
Beven, K. J. (2001). Rainfall–Runoff Modelling: The Primer. Wiley, Cambridge.Google Scholar
Beven, K. J. (2020). A history of the concept of time of concentration. Hydrology and Earth System Sciences, 24, 26552670.CrossRefGoogle Scholar
Bhunya, P. K., Mishra, S. K., and Berndtsson, R. (2003). Simplified two-parameter gamma distribution for derivation of synthetic unit hydrograph. Journal of Hydrologic Engineering, 8(4), 226230.CrossRefGoogle Scholar
Bhutiyani, M. R. (1999). Mass-balance studies on Siachen Glacier in the Nubra valley, Karakoram Himalaya, India. Journal of Glaciology, 45(149), 112118.CrossRefGoogle Scholar
Biedenham, D. S., Copeland, R. R., Thorne, C. R., et al. (2000). Effective Discharge Calculation: A Practical Guide. US Army Corps of Engineers, Engineer Research and Development Center, ERDC/CHL TR-00-15. US Army Corps of Engineers, CambridgeGoogle Scholar
Bieger, K., Rathjens, H., Allen, P. M., and Arnold, J. G. (2015). Development and evaluation of bankfull hydraulic geometry relationships for the physiographic regions of the United States. Journal of the American Water Resources Association, 117.CrossRefGoogle Scholar
Biswas, A. K. (1970). History of Hydrology. North Holland, Cambridge.Google Scholar
Blaney, H. F. and Criddle, W. D.. (1950). Determining Water Requirements in Irrigated Areas from Climatological and Irrigation Data. USDA Soil Conservation Service, SCS-TP-96. US Department of Agriculture, Soil Conservation Service, CambridgeGoogle Scholar
Blöschl, G. and Montanari, A. (2010). Climate change impacts: throwing the dice? Hydrological Processes, 24, 374381.CrossRefGoogle Scholar
Bolch, T., Kulkarni, A., Kääb, A., et al. (2012). The state and fate of Himalayan glaciers. Science, 336, 310314.CrossRefGoogle ScholarPubMed
Bonnin, G. M. (2003). Recent Updates to NOAA/NWS Precipitation Frequency Estimates. National Oceanic and Atmospheric Administration, National Weather Service, CambridgeGoogle Scholar
Bonnin, G. M., Martin, D., Lin, B., et al. (2004). Precipitation-Frequency Atlas of the United States, Volume 1 Version 5.0: Semiarid Southwest (Arizona, southwest California, Nevada, New Mexico, Utah). US Department of Commerce, National Oceanic and Atmospheric Administration, National Weather Service, Cambridge.Google Scholar
Bonta, J. V. and Rao, A. R. (1987). Factors affecting development of Huff curves. Transactions of the American Society of Agricultural Engineers, 30(6), 16891693.CrossRefGoogle Scholar
Boorman, D. B. and Reed, D. W. (1981). Derivation of a Catchment Average Unit Hydrograph. Institute of Hydrology, UK, Report No. 71. Institute of Hydrology, Cambridge.Google Scholar
Bosch, J. M. and Hewlett, J. D. (1982). A review of catchment experiments to determine the effect of vegetation changes on water yield and evapotranspiration. Journal of Hydrology, 55, 323.CrossRefGoogle Scholar
Boussinesq, J. (1904). Recherches théoriques sur ľécoulement des nappes ďeau infiltrées dan le sol et sur le debit des sources. Journal de Mathématiques Pures et Appliquées, 10, 578.Google Scholar
Bouwer, H. (1966 ). Rapid field measurement of air entry value and hydraulic conductivity of soils as significant parameters in flow system analysis. Water Resources Research, 2(2), 729738.CrossRefGoogle Scholar
Bowen, I. S. (1926). The ratio of heat losses by conduction and evaporation from any water surface. Physics Review, 27, 779787.CrossRefGoogle Scholar
Boyd, M. J. (1978). A storage-routing model relating drainage basin hydrology and geomorphology. Water Resources Research, 14(5), 921928.CrossRefGoogle Scholar
Bras, R. L. (1990). Hydrology An Introduction to Hydrologic Science. Addison-Wesley, Cambridge.Google Scholar
Bras, R. L. and Colon, R. (1978). Time averaged areal mean of precipitation: Estimation and network design. Water Resources Research, 14(5), 88788888.CrossRefGoogle Scholar
Bras, R. L. and Rodriguez-Iturbe, I. (1976 ). Network design for the estimation of areal mean of rainfall events. Water Resources Research, 12(6), 11851195.CrossRefGoogle Scholar
Braun, L. N. and Hagg, W. (2009). Present and future impact of snow cover and glaciers on runoff from mountain regions: comparison between Alps and Tien Shan. In Assessment of Snow, Glaciers and Water Resources in Asia. International Hydrological Programme of UNESCO and Hydrology and Water Resources Programme of WMO, Koblenz, pp. 3643.Google Scholar
Brooks, R. H. and Corey, A. T. (1964). Hydraulics Properties of Porous Media. Hydrology Paper No. 3. Colorado State University, Cambridge.Google Scholar
Broscoe, A., J. (1959). Quantitative Analysis of Longitudinal Stream Profiles of Small Watersheds. Project NR 389-042, Technical Report No. 18. Department of Geology, Columbia University, Office of Naval Research, Geography Branch, Cambridge.Google Scholar
Brubaker, K., Rango, A., and Kustas, W. (1996). Incorporating radiation inputs into the snowmelt runoff model. Hydrological Processes, 10, 13291343.3.0.CO;2-W>CrossRefGoogle Scholar
Bruen, M. and Dooge, J. C. I. (1984). An efficient and robust method for estimating unit hydrograph ordinates. Journal of Hydrology, 70(1–4), 1– 24.CrossRefGoogle Scholar
Brune, G. M. (1953). Trap efficiency of reservoirs. Transactions of the American Geophysical Union, 34(3), 408-418.Google Scholar
Brunner, G. W. and Gorbrecht, J. (1991). A Muskingum–Cunge Channel Flow Routing Method for Drainage Networks. US Army Corps of Engineers, Technical Paper 135. US Army Corps of Engineers, CambridgeGoogle Scholar
Brutsaert, W. (1975). On a derivable formula for long-wave radiation from clear skies. Water Resources Research, 11, 742744.CrossRefGoogle Scholar
Burn, D. H. (2008). Climatic influences on streamflow timing in the headwaters of the Mackenzie River Basin. Journal of Hydrology, 352, 225238.CrossRefGoogle Scholar
California Department of Transportation (1955). California Culvert Practice. Department of Public Works, Division of Highways, Cambridge.Google Scholar
Carter, R. (1961). Magnitude and Frequency of Floods in Suburban Areas. US Geological Survey, Cambridge.Google Scholar
Carter, R. W. and Godfrey, R. G. (1960). Storage and Flood Routing. Geological Survey Water-Supply Paper 1543 – B. United States Department of the Interior, CambridgeGoogle Scholar
Cayan, D. R., Dettinger, M. D., Kammerdiener, S. A., et al. (2001). Changes in the onset of spring in the Western United States. Bulletin of American Meteorological Society, 82, 399415.2.3.CO;2>CrossRefGoogle Scholar
Central Water Commission (1983). Flood estimation reports for different hydro-meteorological regions of India developed in collaboration with IMD, Ministry of Railways and Ministry of Surface Transport, New Delhi, India.Google Scholar
Centre for Ecology and Hydrology (2008). Flood Estimation Handbook. Centre for Ecology and Hydrology, Cambridge.Google Scholar
Chen, B., Ma, C., Krajewski, W. F., Wang, P., and Ren, F. (2020). Logarithmic transformation and peak-discharge power-law analysis. Hydrology Research, 51(1), 6576.CrossRefGoogle Scholar
Chen, C. N. (1975). Design of sediment retention basins. In Proceedings, National Symposium on Urban Hydrology and Sediment Control, University of Kentucky, Cambridge, pp. 285298.Google Scholar
Cherkauer, D. S. (1975). Urbanization’s impact on water quality during a flood in small watersheds. Water Resources Bulletin, 11, 987998.CrossRefGoogle Scholar
Chiew, F. H. S., Whetton, P. H., McMahon, T. A., and Pittock, A. B. (1995). Simulation of the impacts of climate change on runoff and soil moisture in Australian catchments. Journal of Hydrology, 167, 121147.CrossRefGoogle Scholar
Chow, V. T. (1951). A general formula for hydrologic frequency analysis. Transactions of the American Geophysical Union, 32, 231237.Google Scholar
Chow, V. T. (1959). Open Channel Hydraulics, McGraw Hill, Cambridge.Google Scholar
Chow, V. T. (1964). Handbook of Applied Hydrology, McGraw Hill, CambridgeGoogle Scholar
Chow, V. T., Maidment, D. R., and Mays, L. W. (1988). Applied Hydrology, McGraw-Hill, Cambridge.Google Scholar
Churchill, M. A. (1948). Discussion of “Analysis and use of reservoir sedimentation data” by L. C. Gottschalk. Proceedings of the Federal Interagency Sedimentation Conference, 139–140, US Bureau of Reclamation, Denver, CO.Google Scholar
Clark, C. O. (1943). Storage and the unit hydrograph. Proceedings of the American Society of Civil Engineers, 9, 13331360.Google Scholar
Clark, C. O. (1945). Storage and the unit hydrograph. Transactions of the American Society of Civil Engineers, 110, 14191446.CrossRefGoogle Scholar
Clark, G. M. (2010). Changes in patterns of streamflow from unregulated watersheds in Idaho, western Wyoming, and northern Nevada. Journal of the American Water Resources Association, 46, 486497.CrossRefGoogle Scholar
Cleveland, T. G., Thompson, D. B., and Fang, X. (2011). Use of the Rational and Modified Rational Method for Hydraulic Design. Report 0-6070-1. Texas Department of Transportation, CambridgeGoogle Scholar
Cogley, J. G. (2012). No ice lost in the Karakoram. Nature Geoscience, 5, 305306.CrossRefGoogle Scholar
Cohn, T. A. and Lins, H. F. (2005). Nature’s style: naturally trendy. Geophysical Research Letters, 32( 23), 15.Google Scholar
Cohn, T. A., Lane, W. L. Baier, and W. G. (1997). An algorithm for computing moments-based flood quantile estimates when historical flood information is available. Water Resources Research, 33( 9), 20892096.CrossRefGoogle Scholar
Cohn, T. A., Lane, W. L., and Stedinger, J. R. (2001). Confidence intervals for expected moments algorithm flood quantile estimates. Water Resources Research, 37( 6), 16951706.CrossRefGoogle Scholar
Collins, M. (1983). Discussion: fitting a gamma distribution over a synthetic unit hydrograph. Water Resources Bulletin, 19( 2), 303304.CrossRefGoogle Scholar
Collins, W. T. (1939). Runoff distribution graphs from precipitation occurring in more than one time unit. Civil Engineering, 9(9), 559561.Google Scholar
Cook, B. I., Smerdon, J. E., Seager, R., Coats, S. (2014). Global warming and 21st century drying. Climate Dynamics, 43, 26072627.CrossRefGoogle Scholar
Copeland, R. R. and Thomas, W. A. (1989). Corte Madera Creek Sedimentation Study, Numerical Model Investigation. US Army Corps of Engineers, Waterways Experiment Station, Technical Report HL-89-6. US Army Corps of Engineers, CambridgeGoogle Scholar
Crockford, R. H. and Richardson, D. P. (1990). Partitioning of rainfall in a eucalypt forest and pine plantation in southeastern Australia. IV. The relationship of interception and canopy storage capacity, the interception of these forests and the effect on interception of thinning the pine plantation. Hydrological Processes, 4, 164188.Google Scholar
Croley, T. E., II (1980). Gamma synthetic hydrographs. Journal of Hydrology, 47, 4152.CrossRefGoogle Scholar
Cunge, J. A. (1969). On the subject of a flood propagation computation method (Muskingum method) Journal of Hydraulic Research, 7(2), 205230.CrossRefGoogle Scholar
Dai, A. (2013). Increasing drought under global warming in observations and models. Nature Climate Change, 3, 5258.CrossRefGoogle Scholar
Dai, A., Qian, T., Trenberth, K. E., and Milliman, J. D. (2009). Changes in continental freshwater discharge from 1948 to 2004. Journal of Climate, 22, 27732792.CrossRefGoogle Scholar
Dalrymple, T. (1960). Flood-Frequency Analysis. US Geological Survey, Water Supply Paper, 1543A. United States Department of the Interior, CambridgeGoogle Scholar
Davie, T. (2002). Fundamentals of Hydrology. Routledge Taylor and Francis Group, Cambridge.Google Scholar
Davie, T. J. A. (1996). Modelling the influence of afforestation on hillslope storm runoff. In Anderson, M. G. and Brooks, S. M. (eds.), Advances in Hillslope Processes, Wiley, Cambridge, vol. 1, pp. 149184.Google Scholar
Deininger, R. A. (1969). Linear programming for hydrologic analyses. Water Resources Research, 5(5), 11051109.CrossRefGoogle Scholar
Dendy, F. E. and Bolton, G. C. (1976). Sediment yield–runoff drainage area relationships in the United States. Journal of Soil and Water Consideration, 31(6), 264266.Google Scholar
Desa, M. N. and Rakhecha, P. R. (2007). Probable maximum precipitation for 24-h duration over an equatorial region: Part 2 – Johor, Malaysia. Atmospheric Research, 84( 1), 8490.CrossRefGoogle Scholar
Dingman, S. L. (2002). Physical Hydrology. Cambridge.Google Scholar
Diskin, M. H. and Simon, E. (1977). A procedure for the selection of objective functions for hydrologic simulation models. Journal of Hydrology, 34, 129149.CrossRefGoogle Scholar
Dooge, J. C. I. (1959). A general theory of the unit hydrograph. Journal of Geophysical Research, 64(2), 241256.CrossRefGoogle Scholar
Dooge, J. C. I. (1973). Linear Theory of Hydrologic Systems. Technical Bulletin No. 1468, Agricultual Research Service, United States Department of Agriculture, Cambridge.Google Scholar
Doorenbos, J. and Pruitt, W. O. (1977). Crop Water Requirements. FAO Irrigation and Drainage Paper 24. UN Food and Agricultural Organization, Cambridge.Google Scholar
Duan, Q. Y., Gupta, V. K., and Sorooshian, S. (1993). Shuffled complex evolution approach for effective and efficient global minimization. Journal of Optimization Theory and Applications, 76, 501521.CrossRefGoogle Scholar
Dupuit, J. (1863). Études théoriques et pratiques sur la mouvement des eaux dans le canaux découverts et à travers les terrains perméables, 2nd edition. Dunod, Cambridge.Google Scholar
Dyck, S. (1983). Overview on the present status of the concepts of water balance models. New Approaches in Water Balance Computations. Proceedings of the Hamburg Workshop. International Association of Hydrological Sciences, Publication No. 148, 3–19.Google Scholar
Dyurgerov, M. D. and Meier, M. F. (2005). Glaciers and Changing Earth System: A 2004 Snapshot. Institute of Arctic and Alpine Research, University of Colorado, Cambridge.Google Scholar
Easton, Z. M., Gerard-Marchant, P., Walter, M. T., et al. (2007). Hydrologic assessment of an urban variable source watershed in the northeast United States. Water Resources Research, 43, 118.CrossRefGoogle Scholar
Einstein, H. A. (1950). The Bedload Function for Sediment Transportation in Open Channel Flow. Technical Bulletin No. 1026. US Department of Agriculture, Soil Conservation Service CambridgeGoogle Scholar
Einstein, H. A. and Chien, N. (1953). Transport of Sediment Mixtures with Large Ranges of Grain Size. Missouri River Division Sediment Series No. 2. US Army Corps of Engineers Missouri River Division, University of California Institute of Engineering Research, Cambridge.Google Scholar
Ely, P. B. and Peters, J. C. (1984). Probable Maximum Flood Estimation – Eastern United States. TP-100. US Army Corps of Engineers, Hydrologic Engineering Center, CambridgeCrossRefGoogle Scholar
Emerson, D. G., Vecchia, A. V., and Dahl, A. L. (2005). Evaluation of Drainage-Area Ratio Method Used to Estimate Streamflow for the Red River of the North Basin, North Dakota and Minnesota. Scientific Investigations Report 2005-5017. US Geological Survey, CambridgeCrossRefGoogle Scholar
Engelund, F. and Hansen, E. (1972). A Monograph on Sediment Transport in Alluvial Streams. Danish Technical University, Hydraulics Laboratory, Teknisk Forlag, Cambridge.Google Scholar
England, J. F., Cohn, T. A., Faber, B. A., et al. (2019). Guidelines for Determining Flood Flow Frequency. Bulletin 17C. Chapter 5 of Section B, Surface Water, Book 4, Hydrologic Analysis and Interpretation. Techniques and Methods 4-B5. US Geological Survey, CambridgeGoogle Scholar
Espey, W. H. and Winslow, D. E. (1974). Urban flood frequency characteristics. Journal of the Hydraulics Division, 100(2), 279293.CrossRefGoogle Scholar
Fan, Y., Miguez-Macho, G., Jobbágy, E. G., Jackson, R. B., and Otero-Casal, C. (2017). Hydrologic regulation of plant rooting depth. PNAS, 114(40), 10572-10577.CrossRefGoogle ScholarPubMed
Fahey, B. and Jackson, R. (1997). Hydrological impacts of converting native forests and grasslands to pine plantations, South Island, New Zealand. Agricultural and Forest Meteorology, 84, 6982.CrossRefGoogle Scholar
FAO (Food and Agriculture Organization) (1998). World reference base for soil resources. In World Soil Resources Report 84, Food and Agriculture Organization of the United Nations, Cambridge.Google Scholar
Federal Aviation Administration (1970). Circular on Airport Drainage. Report A/C 150-5320-5B. Federal Aviation Administration, US Department of Transportation, Cambridge.Google Scholar
Federal Highway Administration (1984). Guide for Selecting Manning’s Roughness Coefficients for Natural Channels. Report No. FHWA-TS-84-204. US Department of Transportation, Cambridge.Google Scholar
Federal Highway Administration (1985). Hydrology. Hydraulic Engineering Circular No. 19. US Department of Transportation, Cambridge.Google Scholar
Feldman, A. D. (1981). HEC models for water resources system simulation: theory and experience. In Chow, V. T. (ed), Advances in Hydroscience, Academic Press, Cambridge, pp. 297–423.Google Scholar
Feldman, A. D. (2000). Hydrologic Modeling System HEC-HMS: Technical Reference Manual. US Army Corps of Engineers, Hydrologic Engineering Center, Cambridge.Google Scholar
Fenemor, A., Phillips, C., Davie, T., et al. (2006). The promise of integrated catchment management. Presented at Resource Management under Stormy Skies: Water Allocation at the Crossroads conference, Christchurch, New Zealand, November.Google Scholar
Fenton, J. D. (1989). A simplified approach to reservoir routing. Proceedings of the Hydrology and Water Resources Symposium, Christchurch, New Zealand.Google Scholar
Fenton, J. D. (1992). Reservoir routing. Hydrological Sciences Journal, 37(3), 233246.CrossRefGoogle Scholar
Fiorentini, M. and Orlandini, S. (2013). Robust numerical solution of the reservoir routing equation. Advances in Water Resources, 59, 123132.CrossRefGoogle Scholar
Fischer, H. B., List, E. J., Koh, R. C. Y., Imberger, J., and Brooks, N. H. (1979). Mixing in Inland and Coastal Waters. Academic Press, Cambridge.Google Scholar
Fleming, M. and Neary, V. (2004). Continuous hydrologic modeling study with hydrologic modeling system. Journal of Hydrologic Engineering, 9(3), 175183.CrossRefGoogle Scholar
Foster, G. R. and Wischmeier, W. H. (1974). Evaluating irregular slopes for soil erosion prediction. Transactions of the American Society of Agricultural Engineers, 17, 305309.CrossRefGoogle Scholar
Frederick, R. H., Myers, V. A., and Auciello, E. P. (1977). Five-to 60-Minute Precipitation Frequency for the Eastern and Central United States. NOAA Technical Memorandum NWS HYDRO-35. US Department of Commerce, National Oceanic and Atmospheric Administration, National Weather Service, CambridgeGoogle Scholar
Furey, P. R. and Gupta, V. K. (2007). Diagnosing peak-discharge power laws observed in rainfall–runoff events in Goodwin Creek experimental watershed. Advances in Water Resources, 30, 23872399.CrossRefGoogle Scholar
Gardelle, J., Berthier, E., and Arnaud, Y. (2012). Slight mass gain of Karakoram glaciers in the early twenty-first century. Nature Geoscience, 5, 322325.CrossRefGoogle Scholar
Gardelle, J., Berthier, E., Arnaud, Y., and Kääb, A. (2013). Region-wide glacier mass balances over the Pamir–Karakoram–Himalaya during 1999–2011. The Cryosphere, 7, 12631286.CrossRefGoogle Scholar
Gardner, A. S., Moholdt, G., Cogley, J. G., et al. (2013). A reconciled estimate of glacier contributions to sea level rise: 2003 to 2009. Science, 340(6134), 852857.CrossRefGoogle ScholarPubMed
Gilbert, G. K. (1877). Report on the Geology of the Henry Mountains. US Geographical and Geological Survey of the Rocky Mountain Region, CambridgeCrossRefGoogle Scholar
Global Water Partnership (2004). Catalyzing Change: A Handbook for Developing Integrated Water Resource Management (IWRM) and Water Efficiency Strategies. Global Water Partnership Technical Committee, Cambridge.Google Scholar
Go, K. P. (2014). A study on storage coefficient and concentration time of the Clark model. MS thesis, Wonkwang University, Iksan, Korea.Google Scholar
Goodrich, D. C., Lane, L. J., Shillito, R. M., and Miller, S. N. (1997). Linearity of basin response as a function of scale in a semiarid watershed. Water Resources Research, 33( 12), 29512965.CrossRefGoogle Scholar
Gray, D. M. (1961). Interrelationships of watershed characteristics. Journal of Geophysical Research, 66(4), 12151233.CrossRefGoogle Scholar
Gray, D. M. and Prowse, T. D. (1992). Snow and floating ice. In Maidment, D. R. (ed.), Handbook of Hydrology, McGraw-Hill, Cambridge, pp. 7.1–7.58.Google Scholar
Green, J. K., Xuereb, E., Johnson, G., and Moore, C. (2012). The revised intensity–duration–frequency (IDF) design rainfall estimates for Australia: an overview. 34th Hydrology and Water Resources Symposium, Engineers Australia, Sydney, Australia.Google Scholar
Green, W. H. and Ampt, G. A. (1911). Studies on soil physics, part I: the flow of air and water through soils. Journal of Agricultural Science, 4(1), 124.Google Scholar
Greenwood, J. A., Landwehr, J. M., Matalas, N. C., and Wallis, J. R. (1979). Probability-weighted moments: definition and relation to parameters to several distributions expressible in inverse form. Water Resources Research, 15, 10491054.CrossRefGoogle Scholar
Griffis, V. W. and Stedinger, J. R. (2007 ). Log-Pearson type 3 distribution and its application in flood frequency analysis. I: distribution characteristics. Journal of Hydrologic Engineering, 12(5), 482491.CrossRefGoogle Scholar
Guildner, L. A., Johnson, D. P., and Jones, F. E. (1976). Vapor pressure of water at its triple point. Journal of Research, National Bureau of Standards, 80A(3), 505521.CrossRefGoogle Scholar
Gumbel, E. J. (1941). The return period of flood flows. Annals of Mathematical Statistics, 12(2), 163190.CrossRefGoogle Scholar
Gumbel, E. J. (1958). Statistics of Extremes, Columbia University Press, Cambridge.CrossRefGoogle Scholar
Gupta, V. K. (2004). Emergence of statistical scaling in floods on channel networks from complex runoff dynamics. Chaos, Solitons, and Fractals, 19, 357365.CrossRefGoogle Scholar
Gupta, V. K., Waymire, E., and Wang, C. T. (1980). A representation of an instantaneous unit hydrograph from geomorphology. Water Resources Research, 16(5), 855862.CrossRefGoogle Scholar
Haan, C. T. (1970). A Dimensionless Hydrograph Equation. File Report. Agricultural Engineering Department, University of Kentucky, Cambridge.Google Scholar
Haan, C. T. (1977). Statistical Methods in Hydrology. Iowa State University Press, Cambridge.Google Scholar
Haan, C. T., Barfield, B. J., and Hayes, J. C. (1994). Design Hydrology and Sedimentology for Small Catchments. Academic Press, Cambridge.Google Scholar
Hack, J. T. (1957). Studies of Longitudinal Profiles in Virginia and Maryland. US Geological Survey Professional Paper, 294-B. United States Government Printing Office, Cambridge.CrossRefGoogle Scholar
Halff, A. H., Novoa, J. I., and Salcedo, L. M. (1979). Effect of Urbanization and other Factors on Synthetic Unit Hydrographs. Rice Institute Pamphlet – Rice University Studies, 65, No. 1. Rice Institute, Cambridge.Google Scholar
Hall, D. K and Riggs, G. A. (2007). Accuracy assessment of the MODIS snow products. Hydrological Processes, 21, 15341547.CrossRefGoogle Scholar
Hall, M. H. and Fagre, D. B. (2003). Modeled climate-induced glacier change in Glacier National Park, 1850–2100. BioScience, 53, 131140.CrossRefGoogle Scholar
Hallauer, W. Jr. (2022). Introduction to linear time-invariant dynamic systems for students of engineering. LibreTexts Project, sponsored by the United States Department of Education and National Science Foundation.Google Scholar
Hamon, W. R. (1961). Estimating potential evapotranspiration. Journal of the Hydraulics Division, American Society of Civil Engineers, 87, 107120.CrossRefGoogle Scholar
Hamon, W. R. (1963). Computation of direct runoff amounts from storm rainfall. International Association of Scientific Hydrology, Publication 63, 5262.Google Scholar
Hansen, E. M., Schwarz, F. K., and Riedel, J. T. (1977). Probable Maximum Precipitation Estimates, Colorado River and Great Basin Drainages. Hydrometeorological Report No. 49. National Weather Service, US Department of Commerce, Cambridge.Google Scholar
Hansen, E. M., Schreiner, L. C., and Miller, J. F. (1982). Application of Probable Maximum Precipitation Estimates – United States East of the 105th Meridian. Hydrometeorological Report No. 52. National Weather Service, US Department of Commerce, National Oceanic and Atmospheric Administration, Cambridge.Google Scholar
Hargreaves, G. H. (1975). Moisture availability and crop production. Transactions of the ASAE, 18( 5), 980984.CrossRefGoogle Scholar
Hargreaves, G. H. (1994). Defining and using reference evapotranspiration. Journal of Irrigation and Drainage Engineering, 120(6), 11321139.CrossRefGoogle Scholar
Hargreaves, G. H. and Allen, R. G. (2003). History and evaluation of Hargreaves evapotranspiration equation. Journal of Irrigation and Drainage Engineering, 129(1), 5363.CrossRefGoogle Scholar
Hargreaves, G. L., Hargreaves, G. H., and Riley, J. P. (1985). Agricultural benefits for Senegal River basin. Journal of Irrigation and Drainage Engineering, 111(2), 113124.CrossRefGoogle Scholar
Haritashya, U. K., Bishop, M. P., Shroder, J. F., Bush, A. B. G., and Bulley, H. N. N. (2009). Space-based assessment of glacier fluctuations in the Wakhan Pamir, Afghanistan. Climate Change, 94, 518.CrossRefGoogle Scholar
Hathaway, G. A. (1945). Military airfields: a symposium: design of drainage facilities. Transactions of the American Society of Civil Engineers, 110(1), 697729.CrossRefGoogle Scholar
Hazen, A. (1914). Storage to be provided in the impounding reservoirs for municipal water supply. Transaction American Society of Civil Engineers, 77, 15471550.Google Scholar
Held, I. M. and Soden, B. J. (2006). Robust responses of the hydrological cycle to global warming. Journal of Climate, 19, 56865699.CrossRefGoogle Scholar
Helsel, D. R. and Hirsch, R. M. (2002). Statistical Methods in Water Resources. US Geological Survey Techniques of Water-Resources Investigations, Book 4. US Geological Survey, CambridgeGoogle Scholar
Helsel, D. R., and Hirsch, R. M., Ryberg, K. R., Archfield, S. A., and Gilroy, E. J. (2020). Statistical Methods in Water Resources. US Geological Survey Techniques and Methods 4-A3. US Geological Survey, CambridgeGoogle Scholar
Henderson, F. M. (1966). Open Channel Flow. Macmillan Inc., Cambridge.Google Scholar
Hershfield, D. M. (1961a). Rainfall Frequency Atlas of the United States for Durations from 30 Minutes to 24 Hours and Return Periods from 1 to 100 Years. Technical Paper No. 40. US Department of Commerce, Weather Bureau, CambridgeGoogle Scholar
Hershfield, D. M. (1961b). Estimating the probable maximum precipitation. Journal Hydraulics Division, American Society of Civil Engineers, 87(5), 99116.CrossRefGoogle Scholar
Hershfield, D. M. (1965 ). Method for estimating the probable maximum precipitation. Journal American Water Works Association, 57, 965972.CrossRefGoogle Scholar
Hershfield, D. M. (1981). The magnitude of the hydrological frequency factor in maximum rainfall estimation. Hydrological Sciences Bulletin, 26(2), 171177.CrossRefGoogle Scholar
Hewitt, K. (2005). The Karakoram anomaly? Glacier expansion and the ‘Elevation Effect,’ Karakoram Himalaya. Mountain Research and Development, 25, 332340.CrossRefGoogle Scholar
Hewitt, K. (2007). Tributary glacial surges: an exceptional concentration at Panmah Glacier, Karakoram Himalaya. Journal of Glaciology, 53, 181188.CrossRefGoogle Scholar
Hey, R. D. (1975). Design discharge for natural channels. In Hey, R. D. and Davies, T. D. (eds.), Science, Technology and Environmental Management, Saxon House, Cambridge, pp. 73–88.Google Scholar
Hirsch, R. M. and Stedinger, J. R. (1987). Plotting positions for historical floods. Water Resources Research, 23(4), 715727.CrossRefGoogle Scholar
Hjelmfelt, A. T. (1986). Estimating peak runoff from field-size watersheds. Water Resources Bulletin, American Water Resources Association, 22(2), 267274.CrossRefGoogle Scholar
Hock, R. (2003). Temperature index melt modeling in mountain areas. Journal of Hydrology, 282, 104115.CrossRefGoogle Scholar
Hollander, M. and Wolfe, D. A. (1999). Nonparametric Statistical Methods. John Wiley and Sons, Cambridge.Google Scholar
Holtan, H. N. (1961). A Concept for Infiltration Estimates in Watershed Engineering. ARS, Paper 41-51. US Department of Agriculture, Cambridge.Google Scholar
Holton, J. R. and Hakim, G. J. (2013). An Introduction to Dynamic Meteorology, 5th ed. Elsevier, Cambridge.Google Scholar
Horton, R. E. (1919). Rainfall interception. Monthly Weather Review, 147, 603623.2.0.CO;2>CrossRefGoogle Scholar
Horton, R. E. (1932). Drainage basin characteristics. Transactions of the American Geophysical Union, 13, 350361.Google Scholar
Horton, R. E. (1933). The role of infiltration in the hydrologic cycle. Transactions of the American Geophysical Union, 14, 446460.Google Scholar
Horton, R. E. (1939). Analysis of runoff plat experiments with varying infiltration capacity. Transactions of the American Geophysical Union, 20, 693711.Google Scholar
Horton, R. E. (1945). Erosional development of streams and their drainage basins: hydrophysical approach to quantitative morphology. Bulletin Geological Society of America, 56(3), 275370.CrossRefGoogle Scholar
Hosking, J. R. M. (1986). The Theory of Probability-Weighted Moments. Technical Report RC 12210. IBM Research, Cambridge, Cambridge.Google Scholar
Hosking, J. R. M. (1989). Some Theoretical Results Concerning L-Moments. Research Report RC14492. IBM Research, Cambridge.Google Scholar
Hosking, J. R. M. (1990). L-moments: analysis and estimation of distributions using linear combinations of order statistics. Journal of the Royal Statistical Society, Series B, 52(1), 105124.CrossRefGoogle Scholar
Hosking, J. R. M. and Wallis, J. R. (1988). The effect of intersite dependence on regional flood frequency analysis. Water Resources Research, 29, 271281.CrossRefGoogle Scholar
Hosking, J. R. M. and Wallis, J. R. (1993). Some statistics useful in regional frequency analysis. Water Resources Research, 29(2), 271281.CrossRefGoogle Scholar
Hosking, J. R. M. and Wallis, J. R. (1997). Regional Frequency Analysis: An Approach Based on L-Moments. Cambridge University Press, CambridgeCrossRefGoogle Scholar
Howe, C. W. (1996). Sharing water fairly. Our planet 8.3 Water. October 1996 (www.ourplanet.com).Google Scholar
Huber, W. C. and Dickinson, R. E. (1988). Storm Water Management Model, Version 4; User’s Manual. US Environmental Protection Agency, Cambridge.Google Scholar
Huff, F. A. (1967). Time distribution of rainfall in heavy storms. Water Resources Research, 3(4), 10071019.CrossRefGoogle Scholar
Huff, F. A. (1990). Time Distributions of Heavy Rainstorms in Illinois. Circular 173. Illinois State Water Survey, Cambridge.Google Scholar
Huff, F. A. and Angel, J. R. (1989). Rainfall Distributions and Hydroclimatic Characteristics of Heavy Rainstorms in Illinois. Bulletin 70. Illinois State Water Survey, Cambridge.Google Scholar
Huff, F. A. and Neill, J. C. (1957). Rainfall Relations on Small Area. Bulletin 44. Illinois State Water Survey, Cambridge.Google Scholar
Huggins, L. F. and Monke, E. J. (1966). The Mathematical Simulation of the Hydrology of Small Watersheds. Technical Report No. 1. Indiana Water Resources Research Center, Purdue University, Cambridge.Google Scholar
Indian Meteorological Department (1972). Manual of Hydrometeorology. Indian Meteorological Department, Cambridge.Google Scholar
IPPC (Intergovernmental Panel on Climate Change) (2007). Climate Change 2007: Synthesis Report, Contribution of Working Groups I, II, and III to the Fourth Assessment Report of the Intergovernmental Panel on Climate Change. IPCC, Cambridge.Google Scholar
IPCC (2013). Climate Change 2013: The Physical Science Basis. Contribution of Working Group I to the Fifth Assessment Report of the Intergovernmental Panel on Climate Change. Cambridge University Press, Cambridge.Google Scholar
Isaaks, E. H. and Srivastava, R. M. (1989). Applied Geostatistics. Oxford University Press, Cambridge.Google Scholar
Iwagaki, Y. (1955). Fundamental studies on the runoff analysis by characteristics. Bulletin 10. Disaster Prevention Research Institute, Kyoto University, Kyoto.Google Scholar
Izzard, C. F. and Hicks, W. (1947). Hydraulics of runoff from developed surfaces. Proceedings of the Highway Research Board, 26, 129150.Google Scholar
Jacob, C. E. (1943). Correlation of groundwater levels and precipitation on Long Island, New York: 1. Theory. Transactions of the American Geophysical Union, 24, 564573.Google Scholar
Jacob, C. E. (1944). Correlation of groundwater levels and precipitation on Long Island, New York: 2. Correlation of data. Transactions of the American Geophysical Union, 25, 321386.Google Scholar
Jain, S. K. and Singh, V. P. (2019). Engineering Hydrology: An Introduction to Processes, Analysis, and Modeling. McGraw Hill, Cambridge.Google Scholar
Jianchu, X., Shrestha, A., Eriksson, M. (2009). Climate change and its impacts on glaciers and water resources management in the Himalayan region. In Assessment of Snow, Glaciers and Water Resources in Asia. International Hydrological Programme of UNESCO and Hydrology and Water Resources Programme of WMO, Cambridge, pp. 44–54.Google Scholar
Japan Society of Civil Engineers (1999). The Collection of Hydraulic Formulae. Japan Society of Civil Engineers, Tokyo.Google Scholar
Jaspers, F. G. W. (2001). The new water legislation of Zimbabwe and South Africa: comparison of legal and institutional reform. International Environmental Agreements, 1, 305325.CrossRefGoogle Scholar
Jenkinson, A. F. (1955). The frequency distribution of the annual maximum (or minimum) values of meteorological elements. Quarterly Journal of Royal Meteorological Society, 81(348), 158171.CrossRefGoogle Scholar
Jennings, M. E., Thomas, W. O. Jr., and Riggs, H. C. (1994). Nationwide Summary of US Geological Survey Regional Regression Equations for Estimating Magnitude and Frequency of Floods for Ungauged Sites. USGS Water Resources Investigations Report 94-4002. US Geological Survey, Cambridge.Google Scholar
Jiménez, J. A. and Madsen, O. S. (2003). A simple formula to estimate settling velocity of natural channels. Journal of Waterway, Port, Coastal, and Ocean Engineering, 129(2), 7078.CrossRefGoogle Scholar
Johnson, D., Smith, M., Koren, V., Finnerty, B. (1999). Comparing mean areal precipitation estimates from NXRAD and rain gauge networks. Journal of Hydrologic Engineering, 4, 117124.CrossRefGoogle Scholar
Johnson, F. and Sharma, A. (2017). Design rainfall. In Singh, V. P. (ed.), Handbook of Applied Hydrology, McGraw Hill, Cambridge, pp. 125-3–125-13.Google Scholar
Johnstone, D. and Cross, W. P. (1949). Elements of Applied Hydrology. Ronald Press, Cambridge.Google Scholar
Julien, P. (2002). River Mechanics. Cambridge University Press, CambridgeCrossRefGoogle Scholar
Jung, S. (2005). Development of empirical formulas for the parameter estimation of Clark’s Watershed flood routing model. PhD dissertation, Korea University, Seoul, Korea.Google Scholar
Kääb, A., Berthier, E., Nuth, C., Gardelle, J., and Arnaud, Y. (2012). Contrasting patterns of early twenty-first century glacier mass change in the Himalayas. Nature, 488(7412), 495498.CrossRefGoogle ScholarPubMed
Kaleris, V., Papanastasopoulos, D., and Lagas, G. (2001). Case study of atmospheric circulation changes on river basin hydrology: uncertainty aspects. Journal of Hydrology, 245, 137152.CrossRefGoogle Scholar
Kao, S.-C., DeNeale, S. T., Yegorva, E., Kanney, J., and Carr, M. L. (2020). Variability of precipitation areal reduction factors in the conterminous United States. Journal of Hydrology, https://doi.org/10.1016/j.hydroa.2020.1000064.CrossRefGoogle Scholar
Keifer, C. J. and Chu, H. H. (1957). Synthetic storm pattern for drainage design. Journal of the Hydraulics Division, American Society of Civil Engineers, 83 (4), 125.Google Scholar
Keiler, M., Knight, J., and Harrison, S. (2010). Climate change and geomorphological hazards in the eastern European Alps. Philosophical Transactions of the Royal Society, 368, 24612479.Google ScholarPubMed
Kendall, M. G. (1938). A new measure of rank correlation. Biometrika, 30(1–2), 8193.CrossRefGoogle Scholar
Kendall, M. G. (1975). Rank Correlation Methods. Charles Griffin, Cambridge.Google Scholar
Kerby, W. S. (1959). Time of concentration for overland flow. Journal of Civil Engineering, 26(3), 60.Google Scholar
Kiang, J. E., Gazoorian, C., McMillan, H., et al. (2018). A comparison of methods for streamflow uncertainty estimation. Water Resources Research, 54, 71497176.CrossRefGoogle Scholar
Kim, H. S. and Julien, P. Y. (2006). Soil erosion modeling using RUSLE and GIS on the IMHA Watershed. Water Engineering Research, 7(1), 2941.Google Scholar
Kim, Y. (2015). Development of concentration time and storage coefficient formula in urban stream watersheds. MS thesis, Sejong University, Seoul, Korea.Google Scholar
Kirpich, T. P. (1940). Time of concentration of small agricultural watersheds. Journal of Civil Engineering, 10(6), 362.Google Scholar
Kleitz, M. (1877). Note sur la theorie du mouvement non permanent des liquides et sur application a la propagation des crues des rivieres [Note on the theory of unsteady flow of liquids and on application to flood propagation in rivers]. Annales des ponts et chaussees, ser. 5, 16(2e semestre), 133196.Google Scholar
Kormos, P., Luce, C., Wenger, S. J., and Berghuijs, W. R. (2016). Trends and sensitivities of low streamflow extremes to discharge timing and magnitude in Pacific Northwest Mountain streams. Water Resources Research, 52, 49905007.CrossRefGoogle Scholar
Kostiakov, A. M. (1932). On the dynamics of the coefficient of water percolation in soils and of the necessity of studying it from a dynamic point of view for purposes of amelioration. Transactions, Sixth Communication, International Soil Science Society, Part A, 1729 (in Russian).Google Scholar
Kotz, S. and Nadarajah, S. (2000). Extreme Value Distributions: Theory and Applications. Imperial College Press, Cambridge.CrossRefGoogle Scholar
Kubik, H. E. (1990). Computation of Regulated Frequency Curves by Application of the Total Probability Theorem. US Army Corps of Engineers, Hydrologic Engineering Center, Cambridge.Google Scholar
Kuichling, E. (1889). The relation between the rainfall and the discharge of sewers in populous districts. Transactions of the American Society of Civil Engineers, 20, 156.CrossRefGoogle Scholar
Kulandaiswamy, V. C. (1964). A basic study of the rainfall excess-surface runoff relationship in a basin. Ph.D. Thesis, University of Illinois.Google Scholar
Kustas, W. P., Rango, A., and Uijlenhoet, R. (1994). A simple energy budget algorithm for the snowmelt runoff model. Water Resources Research, 30(5), 15151527.CrossRefGoogle Scholar
Kulkarni, A. V., Bahuguna, I. M., Rathore, B. P., et al. (2007). Glacial retreat in Himalaya using Indian remote sensing satellite data. Current Science, 92, 6974.Google Scholar
Labadie, J. W. (2004). Optimal operation of multireservoir systems: state-of-art review. Journal of Water Resources Planning and Management, 130, 93111.CrossRefGoogle Scholar
Laghari, J. R. (2013). Melting glaciers bring energy uncertainty. Nature, 502, 617618.CrossRefGoogle ScholarPubMed
Lane, E. W. (1947). Report of the Subcommittee on Sediment Terminology. Transactions of the American Geophysical Union, 28(6), 936938.Google Scholar
Langbein, W. B. (and others) (1947). Topographic Characteristics of Drainage Basins. US Geological Survey, Water Supply Paper, 968-C, 125–155. United States Department of the Interior, CambridgeGoogle Scholar
Langbein, W. B. (1949). Annual floods and the partial duration flood series. Transactions of the American Geophysical Union, 30( 6), 879881.Google Scholar
Langbein, W. B., and Leopold, L. B. (1964). Quasi-equilibrium states in channel morphology. American Journal of Science, 262(2), 782794.CrossRefGoogle Scholar
Laursen, E. M. (1958 ). The total sediment load of streams. Journal of the Hydraulics Division, American Society of Civil Engineers, 84 (1), 136.CrossRefGoogle Scholar
Laurenson, E. M. (1962). Hydrograph synthesis by runoff routing. University of New South Wales, Water Research Laboratory, Manly Vale, NSW, Australia.Google Scholar
Laurenson, E. M. (1964 ). A catchment storage model for runoff routing. Journal of Hydrology, 2, 141163.CrossRefGoogle Scholar
Leavesley, G. H., Lichty, R. W., Troutman, B. M., and Saindon, L. G. (1983). Precipitation–Runoff Modeling System: User’s Manual. Water-Resources Investigations Report 83-4238. United States Department of the Interior, Geological Survey, Cambridge.Google Scholar
Leclerc, G. and Schaake, J. C. (1973). Methodology for Assessing the Potential Impact of Urban Development on Urban Runoff and the Relative Efficiency of Runoff Control Alternatives. Ralph M. Parsons Lab. Report 167. Massachusetts Institute of Technology, Cambridge.Google Scholar
Leonard, J., Mietton, M., Najib, H., and Gourbesville, P. (2000). Rating curve modeling with Manning’s equation to manage instability and improve extrapolation. Hydrological Sciences Journal, 45( 5), 739750.CrossRefGoogle Scholar
Leopold, L. B. and Maddock, T. (1953). The Hydraulic Geometry of Stream Channels and some Physiographic Implications. US Geological Survey Professional Paper 252. United States Government Printing Office, Cambridge.CrossRefGoogle Scholar
Leopold, L. B. and Miller, J. P. (1956). Ephemeral Streams: Hydraulic Factors and Their Relation to Drainage Net. US Geological Survey Professional Paper 282-A. United States Government Printing Office, Cambridge.Google Scholar
Leopold, L. B., Wolman, M. G., and Miller, J. P. (1992). Fluvial Processes in Geomorphology. Dover Publications, Cambridge.Google Scholar
Li, R. M., Stevens, M. A., and Simons, D. B. (1976). Solutions to Green–Ampt infiltration equations. Journal of Irrigation and Drainage Engineering, 102(2), 239248.Google Scholar
Lighthill, M. J. and Whitman, G. B. (1955). On kinematic waves: 1. Flood movement in long rivers. Proceedings of the Royal Society of London, Series A, 229, 281316.Google Scholar
Linsley, R. (1945). Discussion of storage and the unit hydrograph by C. O. Clark. Transactions of the American Society of Civil Engineers, 110, 14521455.Google Scholar
Linsley, R. K., Kohler, M. A., and Paulhus, J. L. H. (1982). Hydrology for Engineers. McGraw HillCambridge.Google Scholar
Liu, S, Shangguan, D, Ding, Y, Han, H, et al. (2006). Glacier changes during the past century in the Gangrigabu Mountains, southeast Qinghai–Xizang (Tibetan) Plateau, China. Annals of Glaciology, 43, 187193.CrossRefGoogle Scholar
Lloyd, C. R., Gash, J. H. C., Shuttleworth, W. J., and Marques, D de O. (1988). The measurement and modelling of rainfall interception by Amazonian rainforest. Agricultural Forestry Meteorology, 42, 6373.CrossRefGoogle Scholar
Loague, K. M. and Freeze, R. A. (1985). A comparison of rainfall–runoff modeling techniques on small upland catchments. Water Resources Research, 21(2), 229248.CrossRefGoogle Scholar
Lowry, W. P. (1967). The climate of cities. Scientific American, 217(2), 20.CrossRefGoogle Scholar
Lozan, J. L., Grabl, H., and Hupfer, P. (eds.) (2001). Summary: warning signals from climate. In Climate of 21st Century: Changes and Risks. Wissenchaftliche Auswertungen, Cambridge, pp. 400408.Google Scholar
Luce, C. H. and Holden, Z. A. (2009). Declining annual streamflow distributions in the Pacific Northwest United States, 1948–2006. Geophysical Research Letters, 36, L16401.CrossRefGoogle Scholar
Luce, C. H., Abatzoglou, J. T., and Holden, Z. A. (2013). The missing mountain water: slower westerlies decrease orographic enhancement in the Pacific Northwest USA. Science, 342, 13601364.CrossRefGoogle ScholarPubMed
Luce, C. H., Lopez-Burgos, V., and Holden, Z. (2014). Sensitivity of snowpack storage to precipitation and temperature using spatial and temporal analog models. Water Resources Research, 50, 94479462.CrossRefGoogle Scholar
Lyne, V. and Hollick, M. (1979). Stochastic time-variable rainfall–runoff modelling. In Proceedings of the Institute of Engineers Australia, National Conference, Perth, Australia.Google Scholar
Maidment, D. R. (ed.) (1993). Handbook of Hydrology. McGraw-Hill, Cambridge.Google Scholar
Maidment, D. R. (2002). Arc Hydro. ESRI Press, Cambridge.Google Scholar
Maidment, D. R. (2006). GIS in Water Resources. Lecture series presented at the University of Texas at Austin, TX.Google Scholar
Male, D. H. and Gray, D. M. (1981). Snow cover ablation and runoff. In Gray, D. M., and Male, D. H. (eds.), Handbook of Snow, Cambridge, Pergamon Press.Google Scholar
Marshall, J. S. and Palmer, W. M. (1948). The distribution of raindrops with size. Journal of Meteorology, 5, 165166.2.0.CO;2>CrossRefGoogle Scholar
Martinec, J. (1975). Snowmelt–runoff model for stream flow forecasts. Nordic Hydrology, 6, 145154.CrossRefGoogle Scholar
Martinec, J. (1989). Hour-to-hour snowmelt rates and lysimeter outflow during an entire ablation period. Snow Cover and Glacier Variation, Proceedings of the Baltimore Symposium, IAHS Publication, 193, 1928.Google Scholar
Martinec, J., Rango, A., and Roberts, R. (2008). Snowmelt Runoff Model (SRM) User’s Manual. Agricultura Experiment Station, Special Report 100. College of Agriculture and Home Economics, New Mexico State University, Cambridge.Google Scholar
Mather, J. R. (1974). Climatology: Fundamentals and Applications. McGraw-Hill, Cambridge.Google Scholar
Mather, J. R. (1978). The Climatic Water Balance in Environmental Analysis. Cambridge, D. C. Heath and Company.Google Scholar
Mather, J. R. (1979). Use of the climatic water budget to estimate streamflow. In Mather, J. R. (ed.), Use of the Climatic Water Budget in Selected Environmental Water Problems, C. W. Thornthwaite Associates, Laboratory of Climatology, Publications in Climatology, Cambridge, vol. 32, no. 1, 152.Google Scholar
Mays, L. W. and Coles, S. L. (1980). Optimization of unit hydrograph determination. Journal of the Hydraulics Division, American Society of Civil Engineers, 106(1), 8597.CrossRefGoogle Scholar
McCabe, G. J. and Fountain, A. G. (1995). Relations between atmospheric circulation and mass balance of South Cascade Glacier, Washington, USA. Arctic and Alpine Research. 27: 226233.CrossRefGoogle Scholar
McCabe, G. J. and Markstrom, S. L. (2007). A Monthly Water-Balance Model Driven by a Graphical User Interface. US Geological Survey, Open File Report, 2007-1088. United States Government Printing Office, Cambridge.CrossRefGoogle Scholar
McCarthy, G. T. (1938). The unit hydrograph and flood routing. Unpublished manuscript, presented at a conference of the North Atlantic Division, US Army Corps of Engineers, June 24.Google Scholar
McCuen, R. H. and Spiess, J. M. (1995). Assessment of kinematic wave time of concentration. Journal of Hydraulic Engineering, 121(3), 256266.CrossRefGoogle Scholar
McMahon, T. A. (1979). Hydrological characteristics of arid zones. IAHS Publications, 128, 105123.Google Scholar
Meadows, M. E. (2020). South Carolina Unit Hydrograph Method Applications Manual: Final Report. FHWA-SC-20-02. Federal Highway Administration, Cambridge.Google Scholar
Meadows, M. E. and Blandford, G. E. (1983). Improved Methods and Guidelines for Modeling Stormwater Runoff from Surface Coal Mined Lands. Research Report No. 147. Kentucky Water Resources Research Institute, CambridgeGoogle Scholar
Mein, R. G. and Larson, C. L. (1971). Modeling the Infiltration Component of Rainfall–Runoff Process. Bulletin 43. Water Resources Research Center, University of Minnesota, Cambridge.Google Scholar
Mein, R. G. and Larson, C. L. (1973). Modeling infiltration during a steady rain. Water Resources Research, 9(2), 384394.CrossRefGoogle Scholar
Melton, M. A. (1957). An Analysis of the Relations among Climate, Surface Properties, and Geomorphology. Project NR 389-042. Technical Report 11, Columbia University, Department of Geology, Office of Naval Research, Geography Branch, Cambridge.CrossRefGoogle Scholar
Merkel, W. H. (2002). Muskingum–Cunge flood routing procedure in NRCS hydrologic models, Presented at the second Federal Interagency Hydrologic Modeling Conference, Las Vegas, NV.Google Scholar
Merz, B. and Thieken, A. H. (2009). Flood risk curves and uncertainty bounds. Natural Hazards, 51(3), 437458.CrossRefGoogle Scholar
Merz, R., Blöschl, G., and Parajka, J. (2006). Spatiotemporal variability of event runoff coefficients. Journal of Hydrology, 331, 591604.CrossRefGoogle Scholar
Meyer-Peter, E. and Müller, R. (1948). Formulas for bed-load transport. Proceedings of the Second Meeting of the International Association for Hydraulic Research, Stockholm, Sweden, 3964.Google Scholar
Middelkoop, H., Daamen, K., Gellens, D., et al. (2001). Impact of climate change on hydrological regimes and water resources management in the Rhine basin. Climatic Change, 49, 105128.CrossRefGoogle Scholar
Miller, W. A. and Cunge, J. A. (1975). Simplified equations of unsteady flow. In K. Mahmood and V. Yevjevich (eds.), Unsteady Flow in Open Channels, Water Resources Publications, University of Michigan, Cambridge, vol. 1, pp. 183–249.Google Scholar
Miller, J. F. (1964). Two- to Ten-Day Precipitation for Return Periods of 2 to 100 Years in the Contiguous United States. TP-49. Weather Bureau, US Department of Commerce, Cambridge.Google Scholar
Miller, J. F., Frederick, R. H., and Tracey, R. J. (1973). Precipitation-Frequency Atlas of the Western United States. NOAA Atlas 2. US Department of Commerce, National Oceanic and Atmospheric Administration, National Weather Service, Cambridge.Google Scholar
Miller, J. F., Hansen, E. M., Fenn, , et al. (1984). Probable Maximum Precipitation Estimates, United States between Continental Divide and the 103rd Meridian. Hydrometeorological Report No. 55. National Weather Service, US Department of Commerce, Cambridge.Google Scholar
Milly, P. C. D. (1992). Potential evaporation and soil moisture in general circulation models. Journal of Climate, 5, 209226.2.0.CO;2>CrossRefGoogle Scholar
Milly, P. and Dunne, K. A. (2011). On the hydrologic adjustment of climate-model projections: the potential pitfall of potential evapotranspiration. Earth Interactions, 15, 114.CrossRefGoogle Scholar
Minora, U., Bocchiola, D., D’Agata, C., et al. (2013). 2001–2010 Glacier changes in the Central Karakoram National Park: a contribution to evaluate the magnitude and rate of the “Karakoram anomaly.” The Cryosphere, 7, 28912941.Google Scholar
Mintz, Y. and Serafini, Y. (1984). Global Fields of Monthly Normal Soil Moisture as Derived from Observed Precipitation and an Estimated Evapotranspiration. Final Scientific Report under NASA Grant No. NAS 5-26, Part V. Department of Meteorology, University of Maryland, Cambridge.Google Scholar
Mirza, M. Q., Warrick, R. A., Ericksen, N. J., and Kenny, G. J. (1998). Trends and persistence in precipitation in the Ganges, Brahmaputra, and Meghna River basins. Hydrological Sciences Journal, 43, 845858.CrossRefGoogle Scholar
Mockus, V. (1957). Use of Storm and Watershed Characteristics in Synthetic Hydrograph Analysis and Application. US Department of Agriculture, Soil Conservation Service, CambridgeGoogle Scholar
Mockus, V. (1961). Watershed Lag. ES–1015. US Department of Agriculture, Soil Conservation Service, Cambridge.Google Scholar
Moglen, G. E., Eltahir, E. A. B., and Bras, R. L. (1998). On the sensitivity of drainage density to climate change. Water Resources Research, 34(4), 855862.CrossRefGoogle Scholar
Monteith, J. L. (1965). The state and movement of water in living organisms. In Proceedings of the Evaporation and Environment, XIXth Symposium, Society for Experimental Biology, Cambridge University Press, Cambridge, pp. 205234.Google Scholar
Moody, D. W., Chase, E. B., and Aronson, D. A. (1986 ). National Water Summary 1985: Hydrologic Events and Surface-Water Resources. Water Supply Paper 2300. US Geological Survey, CambridgeGoogle Scholar
Morel-Seytoux, H. J. and Verdin, J. P. (1981). Extension of the Soil Conservation Service Rainfall Runoff Methodology for Ungauged Watersheds. Report No. FHWA/RD-81/060. Federal Highway Administration, Cambridge.Google Scholar
Morgali, J. R. and Linsley, R. K. (1965). Computer analysis of overland flow. Journal of the Hydraulics Division, 91(3), 81100.CrossRefGoogle Scholar
Morgan, R. P. C. (2009). Soil Erosion and Conservation. WileyCambridge.Google Scholar
Morisawa, M. E. (1962). Quantitative geomorphology of some watersheds in the Appalachian Plateau. Geological Society of America Bulletin, 73, 10251046.CrossRefGoogle Scholar
Morris, E. M. and Woolhiser, D. A. (1980). Unsteady one dimensional flow over a plan: partial equilibrium and recession hydrographs. Water Resources Research, 16(2), 355360.CrossRefGoogle Scholar
Mote, P. W. (2006). Climate-driven variability and trends in mountain snowpack in western North America. Journal of Climate, 19, 62096220.CrossRefGoogle Scholar
Mote, P. W., Hamlet, A. F., Clark, M. P., and Lettenmaier, D. P. (2005). Declining mountain snowpack in western North America. Bulletin of the American Meteorological Society, 86, 3949.CrossRefGoogle Scholar
Muir, M. J., Luce, C. H., Gurrieri, J. J., et al. (2018). Effects of climate change on hydrology, water resources, and soil. In Climate Change Vulnerability and Adaptation in the Intermountain Region, United States Department of Agriculture, RMRS-GTR-375, US Department of Agriculture, Fort Collins, CO, ch. 4.Google Scholar
Mukhopadhyay, B. (2012). Detection of dual effects of degradation of perennial snow and ice covers on the hydrologic regime of a Himalayan River basin by stream water availability modeling. Journal of Hydrology, 412–413, 1433.CrossRefGoogle Scholar
Mukhopadhyay, B. (2013). Signature and hydrologic consequences of climate change within upper-middle Brahmaputra basin. Hydrological Processes, 27, 21262143.CrossRefGoogle Scholar
Mukhopadhyay, B. and Dutta, A. (2010). A Stream water availability model of Upper Indus Basin based on a topologic model and global climatic datasets. Water Resources Management, 24(15), 44034443.CrossRefGoogle Scholar
Mukhopadhyay, B. and Kappel, W. (2017). Probable maximum precipitation. In Singh, V. P. (ed.), Handbook of Applied Hydrology, McGraw Hill, Cambridge, pp.126-1126-18.Google Scholar
Mukhopadhyay, B. and Khan, A. (2014a). A quantitative assessment of the genetic sources of the hydrologic flow regimes in Upper Indus Basin and its significance in a changing climate. Journal of Hydrology, 509, 249572.CrossRefGoogle Scholar
Mukhopadhyay, B. and Khan, A. (2014b). Rising river flows and glacial mass balance in central Karakoram. Journal of Hydrology, 513, 192203.CrossRefGoogle Scholar
Mukhopadhyay, B. and Khan, A. (2015a). A reevaluation of the snowmelt and glacial melt in river flows within Upper Indus Basin and its significance in a changing climate. Journal of Hydrology, 509, 549572.CrossRefGoogle Scholar
Mukhopadhyay, B. and Khan, A. (2015b). Boltzmann–Shannon entropy and river flow stability within Upper Indus Basin in a changing climate. International Journal of River Basin Management, 13( 1), 8795.CrossRefGoogle Scholar
Mukhopadhyay, B. and Khan, A. (2017). Altitudinal variation of temperature, equilibrium line altitude, and accumulation–area ratio in Upper Indus Basin. Hydrology Research, 48(1), 214230.CrossRefGoogle Scholar
Mukhopadhyay, B. and Singh, V. P. (2011). Hydrological modeling at mesoscopic scales using global datasets to derive stream water availability models of river basins. In Shukla, M. K. (ed.), Soil Hydrology, Land Use and Agriculture, CAB International, Cambridge, pp. 2074.Google Scholar
Mukhopadhyay, B., Cornelius, J., and Zehner, W. (2003). Application of kinematic wave theory for predicting flash flood hazards on coupled alluvial fan–piedmont plain landforms. Hydrological Processes, 17, 839868.CrossRefGoogle Scholar
Mukhopadhyay, B., Dutta, A., Nouri, F., and Kaushik, C. (2009a). Modeling urban flooding from storm sewers using dynamic wave theory. In Hydrology and Hydraulics. Proceedings of the International Conference on Water, Environment, Energy and Society. Volume 2, Allied Publishers, Cambridge, pp. 275289.Google Scholar
Mukhopadhyay, B., Khan, A., and Gautam, R. (2015). Rising and falling river flows: contrasting signals of climate change and glacier mass balance from the eastern and western Karakoram. Hydrological Sciences Journal, 60(11–12), 20622085.CrossRefGoogle Scholar
Mukhopadhyay, B., Nouri, F., Penland, C. M., and Dutta, A. (2009b). Model flood alert system: development and application for the Theater District within downtown Houston. Journal of Hydrologic Engineering, 14( 5), 475489.CrossRefGoogle Scholar
Mulvaney, T. (1850). On the use of self-registering rain and flood gauges. Proceedings of the Institute of Civil Engineers, 4( 2), 18.Google Scholar
Murray, F. W. (1967). On the computation of saturation vapor pressure. Journal of Applied Meteorology, 6, 203204.2.0.CO;2>CrossRefGoogle Scholar
Musgrave, G. W. (1955). How much of the rain enters the soil? In The Yearbook of Agriculture 1955 Water. US Department of Agriculture, Cambridge.Google Scholar
Mustafa, B. Y. (2017). Hydrological study and analysis for proposed Sartik Dam. Part 2: reservoir characteristics, simulation model, and flood routing calculations. Journal of University of Duhok, 20(1), 776789.CrossRefGoogle Scholar
Naithani, A. K., Nainwal, H. C., Sati, K. K., and Prasad, C. (2001). Geomorphological evidences of Gangotri glacier and its characteristics. Current Science, 80(1), 8794.Google Scholar
Nakawo, M. (2009). Shrinkage of summer accumulation: glaciers in Asia under consideration of downstream population. In Assessment of Snow, Glaciers and Water Resources in Asia. International Hydrological Programme of UNESCO and Hydrology and Water Resources Programme of WMO, Koblenz, pp. 1925.Google Scholar
Nash, J. E. (1957). The form of the instantaneous unit hydrograph. International Association of Science and Hydrology, 3, 114121.Google Scholar
Nash, J. E. (1959). Synthetic determination of unit hydrograph parameters. Journal of Geophysical Research, 64(1), 111115.CrossRefGoogle Scholar
Nash, J. E. (1960). A unit hydrograph study, with particular reference to British catchments. Proceedings, Institution of Civil Engineers, 17, 249282.CrossRefGoogle Scholar
Nash, J. E. and Sutcliffe, J. V. (1970). River flow forecasting through conceptual models. 1: discussion of principles. Journal of Hydrology, 10(3), 282290.CrossRefGoogle Scholar
Nathan, R. J. and McMahon, T. A. (1990). Evaluation of automated techniques for base flow and recession analysis. Water Resources Research, 26(7), 14651473.CrossRefGoogle Scholar
National Centers for Environmental Information, National Oceanic and Atmospheric Administration ( 2022 ). Annual 2022 Climate Report. National Centers for Environmental Information, CambridgeGoogle Scholar
Neitsch, S. L., Arnold, J. G., Kiniry, J. R., and Williams, J. R. (2005). Soil and Water Assessment Tool Theoretical Documentation, Version 2005. USDA–ARS Grassland, Soil and Water Research Laboratory, CambridgeX.Google Scholar
Nelder, J. A. and Mead, R. (1965). A simplex method for function minimization. Computer Journal, 7(4), 308313.CrossRefGoogle Scholar
Nelson, T. L. (1970). Synthetic hydrographs relationships, Trinity River tributaries, Fort Worth–Dallas urban area. Seminar on Urban Hydrology, Davis, California.Google Scholar
Neter, J., Wasserman, W., and Kutner, M. H. (1990). Applied Linear Statistical Models. Richard D. Irwin. Inc., Cambridge.Google Scholar
NIH (National Institute of Hydrology) (1998). Rainfall–Runoff Modeling of Morel Catchment for Design Flood Estimation. NIH Report CS (AR)-2/97-98. National Institute of Hydrology, Cambridge.Google Scholar
NIH (2001). Rainfall–Runoff Analysis Using Flood Analysis and Protection Systems (FLAPS) Model. NIH Report CS (AR)-3/2000-2001. National Institute of Hydrology, Cambridge.Google Scholar
Nolin, A. W. and Daly, C. (2006). Mapping “at risk” snow in the Pacific Northwest. Journal of Hydrometeorology, 7, 11641171.CrossRefGoogle Scholar
Natural Environment Research Council (1975). Flood Studies Report. Natural Environment Research Council, CambridgeGoogle Scholar
NRCS (Natural Resources Conservation Commission) (1986). Urban Hydrology for Small Watersheds. Technical Release 55. United States Department of Agriculture, CambridgeGoogle Scholar
NRCS (2004a). Estimation of direct runoff from storm rainfall. In National Engineering Handbook, United States Department of Agriculture, Cambridge chapter 10.Google Scholar
NRCS (2004b). Hydrologic soil-cover complexes. In National Engineering Handbook, United States Department of Agriculture, Cambridge, chapter 9.Google Scholar
NRCS (2007). National Engineering Handbook. United States Department of Agriculture, Cambridge.Google Scholar
NRCS (2014). Flood routing. In National Engineering Handbook, United States Department of Agriculture, Cambridge, Part 630, ch. 17.Google Scholar
NRCS (2019). Storm rainfall depth and distribution. In National Engineering Handbook, United States Department of Agriculture, Cambridge Part 630, ch. 4.Google Scholar
Oerlemans, J. (2005). Extracting a climate signal from 169 glacier records. Science, 308(5722): 675677.CrossRefGoogle ScholarPubMed
Overton, D. E. (1964). Mathematical Refinement of an Infiltration Equation for Watershed Engineering. ARS 41-99. Agricultural Research Service, United States Department of Agriculture, CambridgeGoogle Scholar
Overton, D. E. and Meadows, M. E. (1976). Stormwater Modeling. Academic Press, Cambridge.Google Scholar
Pai, D. S., Sridhar, L, Rajeevan, M., et al. (2014). Development of a new high spatial resolution (0.25° × 0.25°) long period (1901–2010) daily gridded rainfall data sets over India and its comparison with existing data sets over the region. Mausam, 65, 118.CrossRefGoogle Scholar
Pak, J., Fleming, M., Scharffenberg, W., and Ely, P. (2008 ). Soil erosion and sediment yield modeling with the hydrologic modeling system (HEC-HMS). World Environmental and Water Resources Congress 2008, Honolulu, Hawaii, May 12–16.CrossRefGoogle Scholar
Pani, E. A. and Haragan, D. R. (1981). A comparison of Texas and Illinois temporal rainfall distributions. Preprints, 4th Conference on Hydrometeorology, American Meteorological Society, Boston, MA, pp. 76–80.Google Scholar
Parry, M. (1990). Climate Change and World Agriculture. Earthscan, Cambridge.Google Scholar
Paul, F., Kääb, A., and Haeberli, W. (2007). Recent glacier changes in the Alps observed by satellite: consequences for future monitoring strategies. Global and Planetary Change, 56, 111122.CrossRefGoogle Scholar
Pechstädt, J., Bartosch, A., Zander, F., et al. (2009). Development of a river basin information system for a sustainable development in the Upper Brahmaputra River Basin. Available at: www.researchgate.net/publication/237592171_DEVELOPMENT_OF_A_RIVER_BASIN_INFORMATION_SYSTEM_FOR_A_SUSTAINABLE_DEVELOPMENT_IN_THE_UPPER_BRAHMAPUTRA_RIVER_BASIN.Google Scholar
Penman, R. L. (1948). Natural evaporation from open water, bare soil and grass. Proceedings of the Royal Society of London, A, 193, 120146.Google Scholar
Pekárová, P., Drobot, R., Bačová Mitková, V., Mészáros, J., and Draghia, A. F. (2019). Statistical analysis of extreme discharges. In Pekárová, P., and Miklánek, P. (eds.), Flood Regime of Rivers in the Danube River Basin, Institute of Hydrology, Slovak Academy of Sciences, Cambridge, pp. 123–150.CrossRefGoogle Scholar
Perica, S., Pavlovic, S., St Laurent, M., et al. (2018). Precipitation-Frequency Atlas of the United States, Volume 11 Version 2.0: Texas. NOAA Atlas 14. US Department of Commerce, National Oceanic and Atmospheric Administration, National Weather Service, Cambridge.Google Scholar
Perumal, M. (1992). The cause of the negative initial outflow with the Muskingum method. Hydrological Sciences Journal, 37(4), 391401.CrossRefGoogle Scholar
Perumal, M. and Price, R. K. (2017). Reservoir and channel routing. In Singh, V. P. (ed.), Handbook of Applied Hydrology, McGraw Hill, Cambridge, pp. 52-1–52-16.Google Scholar
Peters-Lidard, C. D., Hossain, F., Leung, , et al. (2019). 100 years of progress in hydrology. In A Century of Progress in Atmospheric and Related Sciences: Celebrating the American Meteorological Society Centennial Meteorological Monographs, American Meteorological Society, Cambridge, volume 59, 25.1–25.51.Google Scholar
Philip, J. R. (1957). The theory of infiltration. 1. The infiltration equation and its solution. Soil Science, 83(5), 345357.CrossRefGoogle Scholar
Phillips, J. D. and Lutz, J. D. (2008). Profile convexities in bedrock and alluvial streams. Geomorphology, 102, 554566.CrossRefGoogle Scholar
Pierce, C. H. (1938). Synoptic analysis of the southern California flood of March 2, 1938. Monthly Weather Review, 66(5), 135.2.0.CO;2>CrossRefGoogle Scholar
Pierce, L. T. (1958). Estimating seasonal and short-term fluctuations in evapotranspiration from meadow crops. Bulletin of American Meteorological Society, 39, 7378.CrossRefGoogle Scholar
Pierce, D. W., Barnett, T. P., Hidalgo, H. G., et al. (2008). Attribution of declining western U.S. snowpack to human effects. Journal of Climate, 21, 64256444.CrossRefGoogle Scholar
Pilgrim, D. H. and Cordery, I. (1975). Rainfall temporal patterns for design floods. Journal of the Hydraulics Division, American Society of Civil Engineers, 101(1), 8185.CrossRefGoogle Scholar
Pilgrim, D. H. and Cordery, I. (1992). Flood runoff. In Maidment, D. R. (ed.), Handbook of Hydrology, McGraw Hill, Cambridge.Google Scholar
Pilgrim, D. H., Chapman, T. G., and Doran, D. G. (1988). Problems of rainfall–runoff modelling in arid and semiarid regions. Hydrological Sciences Journal, 33(4), 379400.CrossRefGoogle Scholar
Poertner, H. (1974). Practices in Detention of Urban Stormwater Runoff. APWA Special Report No. 43. American Public Works Association, Cambridge.Google Scholar
Ponce, V. M. (1983). Development of physically based coefficients for the diffusion method of flood routing. Final Report to the USDA, Soil Conservation Service, Lanham, Maryland.Google Scholar
Ponce, V. M. (1986). Diffusion wave modeling of catchment dynamics. Journal of Hydraulic Engineering, 112(8), 716727.CrossRefGoogle Scholar
Ponce, V. M. (1989). Engineering Hydrology: Principles and Practices. Prentice Hall, Cambridge.Google Scholar
Ponce, V. M. and Simons, D. B. (1977). Shallow wave propagation in open-channel flow. Journal of the Hydraulics Division, American Society of Civil Engineers, 103(12), 14611476.CrossRefGoogle Scholar
Ponce, V. M. and Vuppalapati, B. (2016). Muskingum–Cunge amplitude and phase portraits with online commutation. Online article, available at https://ponce.sdsu.edu/muskingum_cunge_amplitude_and_phase_portraits_with_online_computation.html.Google Scholar
Ponce, V. M. and Yevjevich, V., V. (1978). Muskingum–Cunge method with variable parameters. Journal of the Hydraulics Division, American Society of Civil Engineers, 104(12), 16631667.CrossRefGoogle Scholar
Prasad, A. K., Yang, K.-H. S., El-Askary, H. M., and Kafatos, M. (2009). Melting of major glaciers in the western Himalayas: evidence of climatic changes from long term MSU derived tropospheric temperature trend (1979–2008). Annals of Geophysics, 27, 45054519.CrossRefGoogle Scholar
Priestley, C. H. B. and Taylor, R. J. (1972). On the assessment of surface heat flux and evaporation using large scale parameter. Monthly Weather Review, 100, 8192.2.3.CO;2>CrossRefGoogle Scholar
Puls, L. G. (1928). Flood regulation of the Tennessee River. 70th Congress, 1st Session, H. D. 185, Pt. 2, Appendix B.Google Scholar
Raina, V. K. (2009). Himalayan glaciers: a state-of-art review of glacial studies, glacial retreat, and climate change. Ministry of Environment and Forests, Government of India. Discussion Paper.Google Scholar
Raina, V. K. and Sangewar, C. V. (2007). Siachen Glacier of Karakoram Mountains, Ladakh: its secular retreat. Journal of the Geological Society of India, 70, 1116.Google Scholar
Rankl, M., Vijay, S., Kienholz, C., Braun, M. (2013). Glacier changes in the Karakoram region mapped by multi-mission satellite imagery. The Cryosphere, 7, 40654099.Google Scholar
Rao, R. A., Delleur, J. W., and Sarma, B. (1972). Conceptual hydrologic models for urbanizing basins. Journal of the Hydraulics Division, American Society of Civil Engineers, 98, 1205–1220.Google Scholar
Rasul, G., Dahe, Q., and Chaudhry, Q. Z. (2008). Global warming and melting of glaciers along southern slopes of HKH ranges. Pakistan Journal of Meteorology, 5(9), 6375.Google Scholar
Rawls, W. J. and Brakensiek, D. L. (1986). Comparisons between Green–Ampt and curve number runoff predictions. Transactions of American Society of Agricultural Engineers, 29(6), 15971599.CrossRefGoogle Scholar
Rawls, W. J., Brakensiek, D. L., and Miller, N. (1983). Green–Ampt infiltration parameters from soil data. Journal of Hydraulic Engineering, 109(1), 6270.CrossRefGoogle Scholar
Rees, H. G. and Collins, D. N. (2006). Regional differences in response of flow in glacier-fed Himalayan rivers to climatic warming. Hydrological Processes, 20, 21572169.CrossRefGoogle Scholar
Regonda, S., Rajagopalan, B., Clark, M., and Pitlick, J. (2005). Seasonal cycle shifts in hydro-climatology over the western United States. Journal of Climate, 18, 372384.CrossRefGoogle Scholar
Ren, J. W., Qin, D. H., Kang, S. C., et al. (2003). Glacier variations and climate warming and drying in the central Himalayas. Chinese Science Bulletin, 48(23), 24782482.Google Scholar
Rice, S. P. and Church, M. (2001). Longitudinal profiles in simple alluvial systems. Water Resources Research, 37(2), 417426.CrossRefGoogle Scholar
Rice, J., Bardsley, T., Gomben, P., et al. (2017). Assessment of Watershed Vulnerability to Climate Change for the Uinta–Wasatch–Cache and Ashley National Forests, Utah. General Technical Report RMRS-GTR-362. US Department of Agriculture, Forest Service, Rocky Mountain Research Station, Cambridge.CrossRefGoogle Scholar
Richards, L. A. (1931). Capillary conduction of liquids through porous mediums. Physics, 1(5), 318333.CrossRefGoogle Scholar
Richardson, L. F. (1922). Weather Prediction by Numerical Process. Cambridge University Press, Cambridge.Google Scholar
Riggs, H. C. (1972). Low-flow investigations. In Techniques of Water Resources Investigations of the United States Geological Survey. Book 4. Hydrologic Analysis and Interpretation, US Geological Survey, Cambridge, ch. B1.Google Scholar
Rigon, R., Rodriquez-Iturbe, I., Maritan, A., et al. (1996). On Hack’s law. Water Resources Research, 32( 11), 33673374.CrossRefGoogle Scholar
Rivera-Giboyeaux, A. M. (2020). Radar derived rainfall and rain gauge measurements at SRS. Savannah River National Laboratory, US Department of Energy.CrossRefGoogle Scholar
Roderick, M. L., Greve, P., Farquhar, G. D. (2015). On the assessment of aridity with changes in atmospheric CO2. Water Resources Research, 51, 54505463.CrossRefGoogle Scholar
Roderick, M. L., Sun, F., Lim, W. H., Farquhar, G. D. (2014). A general framework for understanding the response of the water cycle to global warming over land and ocean. Hydrology and Earth System Sciences, 18, 15751589.CrossRefGoogle Scholar
Rodman, P. K. (1977). Effects of urbanization on various frequency peak discharges. United States Army Corps of Engineers Meeting, Albuquerque, New Mexico.Google Scholar
Rodriguez-Iturbe, I. and Mejia, J. M. (1974). The design of rainfall networks in time and space. Water Resources Research, 10( 4), 713728.CrossRefGoogle Scholar
Rosbjerg, D. (1977). Return periods of hydrological events. Nordic Hydrology, 8(1), 5761.CrossRefGoogle Scholar
Rose, S. and Peters, N. E. (2001 ). Effects of urbanization on streamflow in the Atlanta area (Georgia, USA): a comparative hydrological approach. Hydrological Processes, 15, 14411457.CrossRefGoogle Scholar
Rosenbrock, K. H. (1960). An automatic method for finding the greatest or least value of a function. The Computer Journal, 3(3), 175184.CrossRefGoogle Scholar
Roussel, M. C., Thompson, D. B., Fang, X., Cleveland, T. G., and Garcia, A. (2005). Time-Parameter Estimation for Applicable Texas Watersheds. Report No. FHWA/TX-05/0-4696-2. Texas Department of Transportation, CambridgeGoogle Scholar
Rubey, W. W. (1933). Settling velocities of gravel, sand, and silt particles. American Journal of Science, 5th Series, 25(148), 325338.CrossRefGoogle Scholar
Russell, S. O., Sunnell, G. J., and Kenning, B. F. (1979). Estimating design flows for urban drainage. Journal of the Hydraulics Division, 105(1), 4352.CrossRefGoogle Scholar
Rziha, F. (1876). Eisenbahn-Unter und Oberbau. Verlag der KK Hof-und Staatsdr., Cambridge, vol. 1.Google Scholar
Sabol, G. V. (1988). Clark unit hydrograph and R-parameter estimation. Journal of Hydraulic Engineering, 114(1), 103111.CrossRefGoogle Scholar
Saint-Venant, B. de. (1871). Theorie du mouvement non-permanent des eaux avec application aux crues des rivieres et l’ introduction des varees dans leur lit [Theory of unsteady water flow, with application to river floods and propagation of tides in river channels]. Comptes rendus hebdomadaires des Seances de l’Academie des Science, 73(1871), 148154.Google Scholar
Salas, J. D. (1993). Analysis and modeling of hydrologic time series. In Maidment, D. R. (ed.), Handbook of Hydrology, McGraw Hill, Cambridge, pp. 19.1–19.72.Google Scholar
Sauer, V. B. and Turnipseed, D. P. (2010). Stage Measurement at Gauging Stations. Techniques and Methods 3-A7. US Geological Survey, Cambridge.Google Scholar
Sauer, V. B., Thomas, W. O., Stricker, V. A., and Wilson, K. V. (1983). Flood Characteristics of Urban Watersheds in the United States. US Geological Survey, Water Supply Paper 2207. United States Department of the Interior, CambridgeGoogle Scholar
Sauvageot, H. (1994). Rainfall measurement by radar: a review. Atmospheric Research, 35, 2754.CrossRefGoogle Scholar
Schreiner, L. C. and Riedel, J. T. (1978). Probable Maximum Precipitation Estimates, United States East of the 105th Meridian. Hydrometeorological Report No. 51. National Weather Service, US Department of Commerce, National Oceanic and Atmospheric Administration, US Department of the Army Corps of Engineers, Cambridge.Google Scholar
Schumm, S. A. (1956). Evolution of drainage systems and slopes in Badlands at Perth Amboy, New Jersey. Geological Society of America Bulletin, 67, 597646.CrossRefGoogle Scholar
SCS (Soil Conservation Service) (1975). Urban Hydrology for Small Watersheds. Engineering Division, Soil Conservation Service, US Department of Agriculture, Cambridge.Google Scholar
SCS (1985). National Engineering Handbook. US Department of Agriculture Soil Conservation Service, Cambridge.Google Scholar
Searcy, J. K. (1963). Flow-Duration Curves. Manual of Hydrology: Part 2, Low-Flow Techniques. United States Geological Survey Water Supply Paper. United States Department of the Interior, CambridgeGoogle Scholar
Seager, R., Naik, N., and Vecchi, G. A. (2010). Thermodynamic and dynamic mechanisms for large-scale changes in the hydrological cycle in response to global warming. Journal of Climate, 23, 46514668.CrossRefGoogle Scholar
Seddon, J. A. (1900). River hydraulics. Transactions of the American Society of Civil Engineers, 43, 179229.CrossRefGoogle Scholar
Sefe, F. T. K. (1996). A study of the stage–discharge relationship of the Okavango River at Mohembo, Botswana. Hydrological Sciences Journal, 41( 1), 97116.CrossRefGoogle Scholar
Service, R. F. (2004). As the West goes dry. Science, 303, 11241127.CrossRefGoogle ScholarPubMed
Severskiy, I. (2009). Current and projected changes of glaciation in central Asia and their probable impact on water resource. In Assessment of Snow, Glaciers and Water Resources in Asia. International Hydrological Programme of UNESCO and Hydrology and Water Resources Programme of WMO, Cambridge, pp. 99111.Google Scholar
Shahgedanova, M., Hagg, W., Hassell, D., Stokes, C. R., and Popovnin, V. (2009). Climate change, glacier retreat, and water availability in the Caucasus region. In J. A. A. Jones, T. G. Vardanian, and C. Hakopian (eds.), Threats to Water Security, Springer, Cambridge, pp. 131–143.Google Scholar
Sharma, M. C. and Owen, L. A. (1996). Quaternary glacial history of NW Garhwal, Central Himalayas. Quaternary Science Review, 15, 335365.CrossRefGoogle Scholar
Sheridan, J. M., Merkel, W. H., and Bosch, D. D. (2002). Peak rate factors for flatland watersheds. Applied Engineering in Agriculture, 18(1), 6569.CrossRefGoogle Scholar
Sherman, L. K. (1932). Streamflow from rainfall by the unit-graph method. Engineering News Records, 108, 501505.Google Scholar
Shi, Y., Liu, S., Shangguan, D., Li, D., and Ye, B. (2006). Peculiar phenomena regarding climatic and glacial variations on the Tibetan Plateau. Annals of Glaciology, 43, 106110.CrossRefGoogle Scholar
Shulits, S. (1941). Rational equation of river bed profile. Transactions of the American Geophysical Union, 22, 622631.Google Scholar
Singh, K. P. (1976). Unit hydrographs: a comparative study. Water Resources Bulletin, 12( 2), 381392.CrossRefGoogle Scholar
Singh, V. P. (1974). A non-linear kinematic wave model of surface runoff. Unpublished Ph. D. dissertation, Colorado State University, Fort Collins, CO.Google Scholar
Singh, V. P. (1976). Derivation of time of concentration. Journal of Hydrology, 30, 147165.CrossRefGoogle Scholar
Singh, V. P. (1992). Elementary Hydrology. Prentice Hall, Cambridge.Google Scholar
Singh, V. P. (ed.) (1995). Computer Models of Watershed Hydrology. Water Resources Publication, Cambridge.Google Scholar
Singh, V. P. (1996). Kinematic Wave Modeling in Water Resources: Surface Water Hydrology. Wiley, Cambridge.Google Scholar
Singh, V. P. (2018). Hydrologic modeling: progress and future directions. Geoscience Letters, 5(15), 523.CrossRefGoogle Scholar
Singh, V. P. and Bengtsson, L. (2004). Hydrological sensitivity of a large Himalayan basin to climate change. Hydrological Processes, 18, 23632385.CrossRefGoogle Scholar
Singh, V. P. and Chowdhury, P. K. (1985). On fitting gamma distribution to synthetic runoff hydrographs. Nordic Hydrology, 16, 177192.CrossRefGoogle Scholar
Singh, V. P. and Chowdhury, P. K. (1986). Comparing some methods of estimating mean areal rainfall. Water Resources Bulletin, 22(2), 275282.CrossRefGoogle Scholar
Singh, V. P. and Cruise, J. (1992). Analysis of the rational formula using a systems approach. In Yen, B. C. (ed.), Catchment Runoff and Rational Formula, Water Resources Publications, Cambridge pp. 39–51.Google Scholar
Singh, V. P. and Frevert, D. K. (eds.) (2002a). Mathematical Models of Large Watershed Hydrology. Water Resources Publications, Cambridge .Google Scholar
Singh, V. P. and Frevert, D. K. (eds.) (2002b). Mathematical Models of Small Watershed Hydrology and Applications. Water Resources Publications, Cambridge.Google Scholar
Singh, V. P. and Frevert, D. K. (eds.) (2006). Watershed Models. CRC Press–Taylor and Francis, Cambridge.Google Scholar
Singh, V. P. and Scarlatos, P. D. (1987). Analysis of the nonlinear Muskingum flood routing. Journal of Hydraulic Engineering, 113(l), 6l79.CrossRefGoogle Scholar
Singh, V. P. and Woolhiser, D. A. (2002). Mathematical modeling of watershed hydrology. Journal of Hydrologic Engineering, 7(4), 270292.CrossRefGoogle Scholar
Singh, V. P. and Yu, F. X. (1990). Derivation of an infiltration equation using a systems approach. Journal of Irrigation and Drainage Engineering, 116(6), 837858.CrossRefGoogle Scholar
Singh, V. P. and Zhang, L. (2017). Frequency distributions. In Singh, V. P. (ed.), Handbook of Applied Hydrology, McGraw Hill, Cambridge, ch. 21.Google Scholar
Skaggs, R. W. and Khaleel, R. (1982). Infiltration. In Haan, C. T., Johnson, H. P., and Brakensiek, D. L. (eds.), Hydrologic Modeling of Small Watersheds, American Society of Agricultural Engineers, Cambridge.Google Scholar
Slattery, M. C. and Burt, T. P. (1997). Particles size characteristics of suspended sediment in hillslope runoff and stream flow. Earth Surface Processes and Landforms, 22(8), 705719.3.0.CO;2-6>CrossRefGoogle Scholar
Smith, A. A. and Lee, K.-B. (1984). The rational method revisited. Canadian Journal of Civil Engineering, 11, 854862.CrossRefGoogle Scholar
Smith, J. A., Seo, D. J., Beck, M. L., and Hudlow, M. D. (1996). An intercomparison study of NXRAD precipitation estimates. Water Resources Research, 32, 20352045.CrossRefGoogle Scholar
Smith, R. E. and Parlange, J.-Y. (1978). A parameter efficient hydrologic infiltration model. Water Resources Research, 14(8), 533538.CrossRefGoogle Scholar
Smith, R. E., Smettem, K. R. J., Broadbridge, P., and Woolhiser, D. A. (2002). Infiltration Theory for Hydrologic Applications. Water Resources Monograph, 15. American Geophysical Union, Cambridge.CrossRefGoogle Scholar
Solanes, M. (1998). Integrated water management from the perspective of the Dublin Principles. CEPAL Review, 64, 165184.Google Scholar
Sontakke, N. A., Singh, H. N., and Singh, N. (2008). Chief Features of Physiographic Rainfall Variations across India during Instrumental Period (1813 – 2006). Research Report No. RR-121. Indian Institute of Tropical Meteorology, Cambridge.Google Scholar
Spendley, W., Hext, G. R., and Himsworth, F. R. (1962). Sequential application of simplex designs in optimization and evolutionary operation. Technometrics, 4(4), 441461.CrossRefGoogle Scholar
Strahler, A. N. (1957). Quantitative analysis of watershed geomorphology. Transactions of the American Geophysical Union, 38, 913920.Google Scholar
Stall, J. B. and Yang, C. T. (1970). Hydraulic Geometry of 12 Selected Stream Systems of the United States. Water Resources Center Report No. 32. University of Illinois, Cambridge.Google Scholar
Stedinger, J. R., Vogel, R. M., and Foufoula-Georgiou, E. (1993). Frequency analysis of extreme events. In Maidment, D. R. (ed.), Handbook of Hydrology, McGraw Hill, Cambridge pp. 18.1–18.66.Google Scholar
Stedinger, J. R., and Griffis, V. W. (2008). Flood frequency analysis in the United States: time to update. Journal of Hydrologic Engineering. 13(4), 199204.CrossRefGoogle Scholar
Steenhuis, T. S. and Van der Molen, W. H. (1986). The Thornthwaite–Mather procedure as a simple engineering method to predict recharge. Journal of Hydrology, 84, 221229.CrossRefGoogle Scholar
Stephenson, D. (1979). Direct optimization of Muskingum routing coefficients. Journal of Hydrology, 41, 161165.CrossRefGoogle Scholar
Stewart, I. T. Cayan, D. R., Dettinger, M. D. (2004). Changes in snowmelt runoff timing in Western North America under a ‘business as usual’ climate change scenario. Climate Change, 62(1–3), 217232.CrossRefGoogle Scholar
Stewart, I. T. Cayan, D. R., Dettinger, M. D. (2005). Changes toward earlier streamflow timing across western North America. Journal of Climate, 18, 11361155.CrossRefGoogle Scholar
Strand, R. I. and Pemberton, E. L. (1982). Reservoir Sedimentation Technical Guidelines for Bureau of Reclamation. US Bureau of Reclamation, Cambridge.Google Scholar
Strelkoff, T. (1980a). Comparative Analysis of Flood Routing Methods. RD-24. US Army Corps of Engineers, Hydrologic Engineering Center, Cambridge.Google Scholar
Strelkoff, T. (1980b). Modified-Puls Routing in Chuquatonchee Creek. RD-23. US Army Corps of Engineers, Hydrologic Engineering Center, Cambridge.Google Scholar
Snyder, F. F. (1938). Synthetic unit-graphs. Transactions of the American Geophysical Union, 19, 447454.Google Scholar
Snyder, J. P. (1987). Map Projections: A Working Manual. US Geological Survey Professional Paper 1395. United States Government Printing Office, Cambridge.Google Scholar
Snyder, J. P. (1993). Flattening the Earth. Two Thousand Years of Map Projections. University of Chicago Press, Cambridge.Google Scholar
Snyder, J. P. and Voxland, P. M. (1989). An Album of Map Projections. US Geological Survey Professional Paper 1453. United States Government Printing Office Cambridge.CrossRefGoogle Scholar
Snyder, W. M. (1955). Hydrograph analysis by the method of least squares. Proceedings American Society of Civil Engineers, 81, 124.Google Scholar
Sturges, H. A. (1926). The choice of a class interval. Journal of the American Statistical Association, 21, 6566.CrossRefGoogle Scholar
Tandong, Y., Wang, Y., Shiying, L., et al. (2009). Recent glacial retreat in the Chinese part of High Asia and its impact on water resources of Northwest China. In Assessment of Snow, Glaciers and Water Resources in Asia. International Hydrological Programme of UNESCO and Hydrology and Water Resources Programme of WMO, Koblenz, pp. 2635.Google Scholar
Tarboton, D. G. and Luce, C. H. (1996). Utah Energy Balance Snow Accumulation and Melt Model (UEB). Utah Water Research Laboratory, Utah State University and USDA Forest Service, Intermountain Research Station.Google Scholar
Taylor, A. B., and Schwarz, H. E. (1952). Unit hydrograph lag and peak flow related to basin characteristics. Transactions of the American Geophysical Union, 33, 235246.Google Scholar
Texas Department of Transportation (2019). Hydraulic Design Manual. Texas Department of Transportation, Cambridge.Google Scholar
Thiessen, A. H. (1911). Precipitation for large areas. Monthly Weather Review, 39, 10821084.Google Scholar
Thodsen, H. (2007). The influence of climate change on stream flow in Danish rivers. Journal of Hydrology, 333, 226238.CrossRefGoogle Scholar
Tholin, A. L. and Kiefer, C. J. (1960). The hydrology of urban runoff. Transactions American Society of Civil Engineers, 125(1), 13081379.CrossRefGoogle Scholar
Thomas, W. A. (1994). Sedimentation in Stream Networks, HEC-6T User’s Manual, Mobile Boundary Hydraulics Software, Inc., Cambridge.Google Scholar
Thompson, C. (2011). HIRD V3. High Intensity Rainfall Design System: the Method Underpinning the Development of Regional Frequency Analysis of Extreme Rainfalls for New Zealand. National Institute of Water and Atmospheric Research (NIWA), Auckland.Google Scholar
Thornthwaite, C. W. (1948). An approach toward a rational classification of climate. Geographical Review, 38, 5594.CrossRefGoogle Scholar
Thornthwaite, C. W. and Mather, J. R. (1955). The water balance. Climatology, 8, 586.Google Scholar
Toffaleti, F. B. (1968). A Procedure for Computation of Total River Sand Discharge and Detailed Distribution, Bed to Surface. US Army Corps of Engineers, Committee on Channel Stabilization, Technical Report No. 5. US Army Corps of Engineers, CambridgeGoogle Scholar
Toffaleti, F. B. (1969). Definitive computations of sand discharge in rivers. Journal of the Hydraulics Division, American Society of Civil Engineers, 95(1), 225246.CrossRefGoogle Scholar
Troxell, H. C. (1942). Floods of March 1938 in Southern California. US Geological Survey, Water Supply Paper 844. United States Department of the Interior, CambridgeGoogle Scholar
Turc, L. (1961). Estimation of irrigation water requirements, potential evapotranspiration: a simple climatic formula evolved up to date. Annals of Agronomy, 12, 1346.Google Scholar
Turnipseed, D. P. and Sauer, V. B. (2010). Discharge Measurements at Gauging Stations. Techniques and Methods 3-A8. US Geological Survey, Cambridge.Google Scholar
UNESCO (1979). Map of the World Distribution of Arid Regions. MAB Technical Notes 7, UNESCO, Cambridge.Google Scholar
USACE (US Army Corps of Engineers) (N.D). HEC HMS technical reference manual, online version, available at www.hec.usace.army.mil.Google Scholar
USACE (1959). Engineering and Design. Flood-Hydrograph Analyses and Computations. Engineering Manual 1110-2-1405. US Army Corps of Engineers, CambridgeGoogle Scholar
USACE (1960). Routing of Floods Through River Channels. Engineering Manual 1110-2-1408. US Army Corps of Engineers, CambridgeGoogle Scholar
USACE (1982). Hydrologic Analysis of Ungaged Watersheds Using HEC-1, Training Document 15. US Army Corps of Engineers, Hydrologic Engineering Center, Cambridge.Google Scholar
USACE (1987). HMR 52: Probable Maximum Storm (Eastern United States). US Army Corps of Engineers, Hydrologic Engineering Center, Cambridge.Google Scholar
USACE (1989). Sedimentation Investigations of Rivers and Reservoirs. Engineering Manual 1110-2-4000. US Army Corps of Engineers, CambridgeGoogle Scholar
USACE (1993a). Hydrologic Frequency Analysis. US Army Corps of Engineers, CambridgeGoogle Scholar
USACE (1993b). Introduction and Application of Kinematic Wave Routing Techniques Using HEC-1. Training Document 10. US Army Corps of Engineers, Hydrologic Engineering Center, Cambridge.Google Scholar
USACE (1994). Flood–Runoff Analysis. Engineering Manual 1110-2-1417. US Army Corps of Engineers, Cambridge.Google Scholar
USACE (1995). Hydrologic Engineering Requirements for Flood Damage Reduction Studies. Engineering Manual 1110-2-1419. US Army Corps of Engineers, CambridgeGoogle Scholar
USACE (1998). HEC-1 Flood Hydrograph Package User’s Manual. US Army Corps of Engineers, Hydrologic Engineering Center, Cambridge.Google Scholar
US Bureau of Reclamation (1949). Flood routing. Flood Hydrology, Pt. 6 in Water Studies, volume IV. United States Department of Interior, Cambridge ch. 6.10.Google Scholar
US Bureau of Reclamation (1961). Design of Small Dams. United States Department of Interior, CambridgeGoogle Scholar
USDA (US Department of Agriculture) (1968). Moisture-Tension Data for Selected Soils on Experimental Watersheds. Report 41-144. Agricultural Research Service, US Government Printing Office, Cambridge.Google Scholar
USDA (1973). Method for Estimating Volume and Runoff in Small Watersheds. Technical Paper 149A. US Department of Agriculture, Soil Conservation Service, Cambridge.Google Scholar
USDA (1999). Soil Taxonomy: A Basic System of Soil Classification for Making and Interpreting Soil Surveys. Agriculture Handbook Number 436. US Department of Agriculture, Cambridge.Google Scholar
US Department of Interior (1982). Guidelines for Determining Flood Flow Frequency. Bulletin No. 17B of the Hydrology Subcommittee. Office of Water Data Coordination, US Geological Survey, Cambridge.Google Scholar
USGS (US Geological Survey) (1994). Nationwide Summary of US Geological Survey Regional Regression Equations for Estimating Magnitude and Frequency of Floods for Ungagged Site, 1993. Water Resources Investigation Report 94-4002. US Geological Survey, Cambridge.Google Scholar
USGS (2005). Changes in Streamflow Timing in the Western United States in Recent Decades. National Streamflow Information Program, Factsheet 2005-3018. US Geological Survey, CambridgeGoogle Scholar
US Weather Bureau (1957). Rainfall intensity–frequency regime, Part 1: The Ohio Valley. Technical Paper No. 29. US Department of Commerce, Weather Bureau, Cambridge.Google Scholar
US Weather Bureau (1958). Rainfall Intensity–Frequency Regime, Part 3: The Middle Atlantic Region. Technical Paper No. 29. US Department of Commerce, Weather Bureau, Cambridge.Google Scholar
US Weather Bureau (1960). Generalized Estimates of Probable Maximum Precipitation West of the 105th Meridian. Technical Paper No. 38. US Department of Commerce, Cambridge.Google Scholar
Valdes, J. B., Fiallo, Y., and Rodriguez-Iturbe, I. (1979). A rainfall–runoff analysis of the geomorphologic IUH. Water Resources Research, 15(6), 14211434.CrossRefGoogle Scholar
Vanoni, V. A. (1975). Sedimentation Engineering, ASCE Manuals and Reports on Engineering Practice No. 54. American Society of Civil Engineers, Cambridge.Google Scholar
Van Rijn, L. C. (1993). Principles of Sediment Transport in Rivers, Estuaries, Coastal Seas and Oceans. International Institute for Infrastructural, Hydraulic, and Environmental Engineering, Cambridge.Google Scholar
Veihmeyer, F. J. and Hendrickson, A. H. (1927). The relation of soil moisture to cultivation and plant growth. Soil Science, 3, 498513.Google Scholar
Vicente, G. A., Scofield, R. A., and Menzel, W. P. (1998). The operational GOES infrared estimation technique. Bulletin of the American Meteorological Society, 79, 18831898.2.0.CO;2>CrossRefGoogle Scholar
Viglione, A., Merz, R., and Blöschl, G. (2009). On the role of the runoff coefficient in the mapping of rainfall to flood return periods. Hydrology and Earth System Sciences, 13, 577593.CrossRefGoogle Scholar
Villemonte, J. R. (1947). Submerged-weir discharge studies. Engineering News Record, 12, 866.Google Scholar
Vivoni, E. R., Di Benedetto, F., Grimaldi, S., and Eltahir, A. B. (2008). Hypsometric control on surface and subsurface runoff. Water Resources Research, 44, W12502.CrossRefGoogle Scholar
Vorosmarty, C. J. and Moore, B. (1991). Modeling basin-scale hydrology in support of physical climate and global biogeochemical studies: an example using the Zambezi River. Surveys in Geophysics, 12( 1–3), 271311.CrossRefGoogle Scholar
Vorosmarty, C. J., Moore, B. Gildea, M. P. et al. (1989). A continental-scale model of water balance and fluvial transport: application to South America. Global Biogeochemical Cycles, 3, 241265.CrossRefGoogle Scholar
Vorosmarty, C. J., Willmott, C. J., Choudhury, B. J., et al. (1996). Analyzing the discharge regime of a large tropical river through remote sensing, ground-based climatic data and modeling. Water Resources Research, 32, 31373150.CrossRefGoogle Scholar
Vuille, M., Francou, B., Wagnon, P., et al. (2008). Climate change and tropical Andean glaciers: past present, and future. Earth Science Reviews, 89, 7996.CrossRefGoogle Scholar
Walesh, S. (, 1975 )., Discussion of Chien and Saigal (1975)., Journal of the Hydraulics Division, American Society of Civil Engineers, 101 (, 11), , 14471449., CrossRefGoogle Scholar
Walesh, S. (1989). Urban Water Management. Wiley, Cambridge.CrossRefGoogle Scholar
Wallis, J. R., Matalas, N. C., and Slack, J. R. (1974). Just a moment. Water Resources Research, 10(2), 211219.CrossRefGoogle Scholar
Wanielista, M., Kersten, R., and Eaglin, R. (1997). Hydrology: Water Quantity and Quality Control, 2nd ed., Wiley, Cambridge.Google Scholar
Ward, J. H. (1963). Hierarchical grouping to optimize an objective function. Journal of American Statistical Association, 58, 236244.CrossRefGoogle Scholar
Welle, P. J. and Woodward, D. E. (1986). Time of Concentration. Hydrology Technical Note No. N4. US Department of Agriculture, Soil Conservation Service, NENTC, Cambridge.Google Scholar
Welle, P. J. and Woodward, D. E. (1989). Dimensionless unit hydrograph for the Delmarva Peninsula. Transportation Research Record, 1224, 7987.Google Scholar
Wigley, T, M. L. and Jones, P. D. (1985). Influences of precipitation changes and direct CO2 effects on streamflow. Nature, 314(14): 149152.CrossRefGoogle Scholar
Wilby, R. L. and Dettinger, M. D. (2000). Streamflow changes in the Sierra Nevada, California, simulated using a statistically downscaled general circulation model scenario of climate change. In McLaren, S. J. and Kniveton, D. R. (eds.), Linking Climate Change to Land Surface Change, Kluwer Academic Publishers, Cambridge, pp. 99121.CrossRefGoogle Scholar
Wilby, R. L., Hay, L. E., Gutowski, W. J. Jnr., et al. (2000). Hydrological responses to dynamically and statistically downscaled climate model output. Geophysical Research Letters, 27, 11991202.CrossRefGoogle Scholar
Williams, J. R. (1975). Sediment-yield prediction with universal equation using runoff energy factor. In Present and Prospective Technology for Predicting Sediment Yield and Sources: Proceedings of the Sediment Yield Workshop. US Department of Agriculture, Agriculture Research Service, Cambridge.Google Scholar
Williams-Sether, T., Asquith, W. H., Thompson, D. B., Cleveland, T. G., and Fang, X. (2004). Empirical, Dimensionless, Cumulative-Rainfall Hyetographs Developed from 1959–86 Storm Data for Selected Small Watersheds in Texas. Scientific Investigations Report 2004–5075 (TxDOT Research Report 0–4194–3). US Geological Survey, Cambridge.CrossRefGoogle Scholar
Willmott, C. J., Rowe, C. M. and Mintz, Y. (1985). Climatology of the terrestrial seasonal water cycle. Journal of Climatology, 5, 589606.CrossRefGoogle Scholar
Wilson, W. T. (1941). A graphical flood-routing method. Transactions of the American Geophysical Union, 21( 3), 893898.Google Scholar
Wischmeier, W. H and Smith, D. D. (1965). Predicting Rainfall-Erosion Losses from Cropland East of the Rocky Mountains. Agriculture Handbook No. 282. US Department of Agriculture, Cambridge.Google Scholar
Wischmeier, W. H. and Smith, D. D. (1978). Predicting Rainfall-Erosion Losses: A Guide to Conservation Planning. Agriculture Handbook No. 537. US Department of Agriculture, Cambridge.Google Scholar
Wischmeier, W. H., Johnson, C. B., and Cross, B. V. (1971). A soil erodibility nomograph for farmland and construction sites. Journal of Soil and Water Conservation, 26, 189193.Google Scholar
WMO (World Meteorological Organization) (1966). Climate Change. Technical Note. Secretariat of the World Meteorological Organization, Cambridge.Google Scholar
WMO (1969). Manual for Depth–Area–Duration Analysis of Storm Precipitation. Technical Paper 129, WMO – No. 237. Secretariat of the World Meteorological Organization, Geneva.Google Scholar
WMO (1986). Manual for Estimation of Probable Maximum Precipitation. Operational Hydrology, Report No. 1. WMO – No. 332. Secretariat of the World Meteorological Organization, Cambridge.Google Scholar
WMO (1994). Guide to Hydrological Practices: Volume II. Analysis, Forecasting and Other Applications, WMO – No. 168. Secretariat of the World Meteorological Organization, Cambridge.Google Scholar
WMO (2009). Manual for Estimation of Probable Maximum Precipitation. WMO – No. 1045, Secretariat of the World Meteorological Organization, Cambridge.Google Scholar
WMO (2020). Guide to Hydrological Practice. Volume I: Hydrology – From Measurement to Hydrological Information. Secretariat of the World Meteorological Organization, Cambridge.Google Scholar
Woods, R. A. (2009). Analytical model of seasonal climate impacts on snow hydrology: continuous snowpacks. Advances in Water Resources, 32, 14651481.CrossRefGoogle Scholar
Wooding, R. A. (1965). A hydraulic model for the catchment stream problem: I. Kinematic wave theory. Journal of Hydrology, 3(3–4), 254267.CrossRefGoogle Scholar
Wooding, R. A. (1966). A hydraulic model for the catchment stream problem: III. Comparison with runoff observations. Journal of Hydrology, 4(3-4), 2137.CrossRefGoogle Scholar
Woolhiser, D. A., and Liggett, J. A. (1967). Unsteady one-dimensional flow over a plane: the rising hydrograph. Water Resources Research, 3(3), 753771.CrossRefGoogle Scholar
Wright, D. B., Smith, J. A., and Baeck, L. (2014). Critical examination of area reduction factors. Journal of Hydrologic Engineering, 19(4), 769776.CrossRefGoogle Scholar
Wu, I-Pai (1963). Design hydrographs for small watersheds in Indiana. Journal of the Hydraulics Division, American Society of Civil Engineers, 89(6), 3566.CrossRefGoogle Scholar
Wurbs, R. A. (2020). Institutional framework for modeling water availability and allocation. Water, 12, 126.CrossRefGoogle Scholar
Xu, C.-Y. and Singh, V. P. (2000). Evaluation and generalization of radiation-based methods for calculating evaporation. Hydrological Processes, 14, 339349.3.0.CO;2-O>CrossRefGoogle Scholar
Yang, C. T. (1972). Unit stream power and sediment transport. Journal of Hydraulics Division, 98(10), 18051826.CrossRefGoogle Scholar
Yang, C. T. (1973). Incipient motion and sediment transport. Journal of the Hydraulics Division, American Society of Civil Engineers, 99(10), 16791704.CrossRefGoogle Scholar
Yang, C. T. (1984). Unit stream power equation for gravel. Journal of the Hydraulics Division, American Society of Civil Engineers, 110(12), 17831797.CrossRefGoogle Scholar
Yang, C. T. (1996). Sediment Transport: Theory and Practice. McGraw Hill, CambridgeGoogle Scholar
Yeh, W. W.-G. (1985). Reservoir management and operations models: a state-of-the-art review. Water Resources Research, 12( 12), 17971818.CrossRefGoogle Scholar
Yen, B. C. and Chow, V. T. (1983). Local Design Storms. Vol. I to III, Report No. FHWA-RD-82-063 to 065. US Department of Transportation, Federal Highway Administration, CambridgeGoogle Scholar
Yin, D., Roderick, M. L., Leech, G., et al. (2014). The contribution of reduction in evaporative cooling to higher surface air temperatures during drought. Geophysical Research Letters, 41, 78917897.CrossRefGoogle Scholar
Yoo, C., Lee, J., Park, C., and Jun, C. (2013). Method for estimating concentration time and storage coefficient of the Clark model using rainfall–runoff measurements. Journal of Hydrologic Engineering, 19(3), 626634.CrossRefGoogle Scholar
Yoo, C., Lee, J., and Cho, E. (2019). Theoretical evaluation of concentration time and storage coefficient with their application to major dam basins in Korea. Water Supply, 19(2), 644651.CrossRefGoogle Scholar
Yoo, C., Doan, H. P., Jun, C., Na, W. (2021). Hillslope contribution to Clark instantaneous unit hydrograph: application to the Seolmacheon Basin, Korea. Water, 13, 1707.CrossRefGoogle Scholar
Yoon, K. W., Wone, S. Y., and Yoon, Y. N. (1994). A sensitivity analysis of model parameters involved in Clark method on the magnitude of design flood for urban watersheds. Water for Future, 27(4), 8594.Google Scholar
Yoon, T. H. and Park, J. W. (2002). Improvement of the storage coefficient estimating method for the Clark model. In Proceedings of the Korea Water Resources Association Conference. Korea Water Resources Association, Cambridge, pp. 1334–1339.Google Scholar
Zhang, L. and Singh, V. P. (2019). Copulas and their Applications in Water Resources Engineering. Cambridge University Press, Cambridge.CrossRefGoogle Scholar
Zhao, B. and Tung, Y.-K. (1994). Determination of optimal unit hydrographs by linear programming. Water Resources Management, 8, 101119.CrossRefGoogle Scholar

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