1. Introduction
The Susitna River is the sixth largest in Alaska, and its extensive hydroelectric potential has been recognized for some years. In necember 1979, the Alaska Power Authority commissioned a detailed feasibility study in order to determine technical feasibility, economic viability, and environmental impacts of the optimal development of the basin (Acres American 1982). This paper describes the results of a reconnaissance program designed to identify any problems caused by the existence of glaciers in the basin (R & M Consultants 1981). Glaciers cover about 4% of the area proposed for development.
The headwaters of the Susitna River are on the south side of the central Alaska Range, from which the river flows south across a broad alluvial fan for about 80 km before turning west into a deep canyon, where it flows for 120 km. It then turns south and flows another 200 km to Cook Inlet (Fig.l). The total drainage area of the river is about 50 000 km2; the area proposed for development is about one third of this. The longest period of available streamflow data is for the station at Gold Creek (1949 to present, see Figure 1). At Gold Creek the average flow is 271 m3 s−1; winter and summer flows are 69.5 and 573 m3 s_1, respectively.
The proposed plan of development contains two reservoirs, Watana and Devil Canyon (Fig.l). Watana, the upstream reservoir, is the larger of the two, extending 77 km upstream from the site of the dam. It has a surface area of 158 km2, an altitude of 656 m, a maximum depth of about 207 m at normal operating level, and a volume of 1.2 × 1010 m3. The Watana dam would be an earthfill structure with a maximum height of 270 m, among the highest in the world, a crest length of 1 251) m, and a total volume of about 47 × 106 m3. The initial capacity of Watana will be 680 MW, with 340 MW to be added shortly thereafter. Its average annual energy production is estimated at 3 450 GW h. Devil Canyon reservoir is about 42 km long. It has a surface area of about 32 km2, an altitude of 445 m, a maximum depth of abuut 168 m, and a volume of 1.4 × 109 m3. The reservoir will be formed by a double-curved thin arch concrete dam with a maximum height of 197 m. Its average annual energy production is estimated at 3 340 GW h. The total cost for the proposed Susitna project is estimated at $5.1 × 109. If constructed, it will provide a major portion of the electrical energy that is required for the Anchorage-Fairbanks corridor far beyond 2000 AD.
The importance of glaciers within the basin is expected to be greater than suggested by the 4% area of glacierization for several reasons (Meier and Tangborn 1961, Reference MeierMeier 1969). These include high precipitation, water storage and release by glaciers, sediment production, glacier-caused floods, and effects of glacier surges. The largest of the basin glaciers is West Fork (Fig. 2), which is about 48 km long and 3.2 km wide. Susitna Glacier is roughly the same size, if its complicated system of tributaries is included (Fig.2). The terminal areas of the glaciers lie at altitudes which are about 1 070 m a.s.l.; the late summer snowline was at about 1 830 m in 1981. The glaciers have been wasting strongly in recent years. Most, if not all, of the major glaciers are unstable in their flow and are subject to surging. Apparently all previous knowledge of these glaciers has been obtained from aerial photography.
2. Hydrology
Although glaciers cover only 4% or so of the Susitna basin, together with the adjacent mountain terrain they seem to contribute a disproportionate fraction of the average annual streamflow. Roughly 38% of the streamflow at Gold Creek originates above gaging stations on the Maclaren and Susitna rivers at the Denali Highway, although the upstream area represents only 20%, of the basin area (Fig.l). The following topics need to be viewed in this context.
2.1 Glacier mass balance
Reconnaissance mass balance measurements were made on most of the major glaciers in the basin. With the limited resources available it was felt that these measurements would not be able to determine the net balances very accurately, but would supply useful estimates of the size of winter and summer balances, permit a comparison between the mass balance and altitude relationships of the basin glaciers, and, equally important, provide the nucleus of a database that might permit the establishment of a relationship between the balances of the glaciers of the Susitna basin and that of üulkana Glacier 69 km to the east, also on the south side of the Alaska Range, for which balance data since 1966 are available. These sites are shown in Figure 2; the data are shown in Figure 3. The winter snowpack was surveyed by two mountaineers, usually travelling on skis, in May 1981. The results were obtained by measuring the snow depth above the 198Ü late-summer surface, identified by stratigraphy in snow pits and by probing. Snow density was measured using samples from pit walls and from cores. The errors are probably dominated by the accuracy of density interpolation at unmeasured sites. The altitudes in Figure 3 were read from topographic maps and may be too high by 60 m or more due to wasting of the glaciers, as discussed later. The May data do not quite represent winter balance at the lower elevations because ablation of roughly 0.30 m water equivalent had already occurred there. The snow had become isothermal at 0°C by the time of the May survey. The late-summer snowline was at approximately 1 830 m in 1981. Heavy snowfalls occurred in August and September at the higher altitudes.
An important feature of Figure 3 is the comparison which it gives of the balance-elevation data for the major Susitna basin glaciers. They are all rather similar, as is implicit in the foregoing discussion. However, there are differences. For example, winter balance is highest on Maclaren Glacier.
2.2 Change in glacier volume
To understand the hydrology of the basin it is important to make an estimate of the change in glacier volume during the period of stream gaging at Gold Creek (since 1949), because long-term estimates of water availability may be affected. For example, significant amounts of the measured flow may come out of the stored ice if glacier wasting has been severe. Photogrammetric estimates are possible because a vertical photo set taken in 1949 permits comparison with more recent ones. However, the resources at hand did not allow installation of ground control and new photography, and therefore the available data were not fully exploited. Instead, an estimate of the order of magnitude of possible volume change was made using existing uncontrolled photo sets taken in 1949 and 1980. East Fork Glacier, draining into the East Fork of the Susitna River (Figs.2 and 4), was chosen as a representative glacier because of its moderate size. It is also known as East Susitna Glacier. Rapid retreat is suggested by the high trimlines in Figure 4. Longitudinal profiles of its centerline surface altitude were constructed from the 1949 and 1980 photo sets (Fig. 5).
An analysis of the altitude changes and of planimetric maps of the glacier in 1949 and 1980 indicates a decrease in surface altitude of about 50 m between 1949 and 1980, averaged over the surface area of the glacier of about 35 km2. Considering the estimated maximum altitude difference error of 18 m, a statistical tendency for errors to cancel each other, and the limited data, the error in average altitude change could be 33% or more. It has two sources, the absence of any ground control other than that provided by existing topographic maps, and the lack of complete topographic mapping, only the profiles of altitude at the glacier centerline being measured. The first problem is ameliorated somewhat because altitude changes, rather than absolute altitudes, are of primary interest. The second problem is complicated by the fact that limited elevation data were obtained in the high basins, although a centerline elevation profile was also measured up a tributary basin (see Fig. 5). In some places the elevation change exceeds 76 m.
Over the period from 1966 to 1977, Gulkana Glacier, situated 59 km to the east of East Fork Glacier, lost an average ice equivalent thickness of only about 0.34 m a−1 (Meier and others 1980), while, over the period from 1949 to 1980, East Fork Glacier lost an average of roughly 1.6 m a−1. It is not yet known if Gulkana Glacier can serve as an index glacier for the glaciers of the Susitna basin. If so, the comparison indicates a very rapid volume loss before 1966 or that the error in the estimate for East Fork Glacier is larger than anticipated. Care needs to be exercised in extrapolating the change of East Fork to the other glaciers of the Susitna basin, particularly since East Fork represents only 5% of the total glacierized area, for reasons discussed by Reference MeierMeier (1966). However, we have attempted to estimate the order of magnitude of the contribution to runoff from glacier wasting, merely assuming that all the glaciers have lost the same average thickness as East Fork. The result suggests that stored ice has contributed about 13% of total flow at Gold Creek since 1949. Although the accuracy limitation is severe, it nevertheless appears that the contribution to total flow from stored ice may have been significant. The danger of projecting future water supply from a glacierized basin without taking into account glacier wasting, which is not an unprecedented problem, is therefore indicated.
2.3 Susitna basin boundary
Evidence for instability in the drainage of the basin occupied by Eureka Glacier, on the eastern boundary of the Susitna basin (Fig. 2), was noticed during a reconnaissance flight in August 1981. At present the drainage is divided between the Susitna and Delta rivers, with probably more than 50% going into the Susitna. It appears that most of this drainage could be captured by one river or the other, particularly since Eureka is a surging or pulsing glacier (Reference PostPost 1969, Reference MayoMayo 1978), and a pulse could rearrange the drainage. Inasmuch as this basin has an area of about 65 km2 and is probably subject to very high precipitation because most of it is at high altitude, the potential loss or gain of water is likely to be important.
3. Sediment
An average rate of transport of suspended sediment of 7.0 × 106 t a−1 at Gold Creek was estimated in a separate study (R & M Consultants 1982). Spot measurements of sediment transport were related to river discharge through a simple power-law rating curve, which was used to calculate the transport from the continuously measured discharge. Although this approach is reasonable, high accuracy is not expected because it is known that discharge and transport do not have a simple relationship (Østrem and others 1967, Reference ZieglerZiegler 1972, Reference Østrem, Jopling and MacDonaldØstrem 1975, Reference WallingWalling 1977, Reference CollinsCollins 1979). As a test, we have used a rating curve established from one set of daily measurements of suspended sediment made by the US Geological Survey in 1952 to predict the transport during another set made in 1957 (RAM Consultants 1981). This gives only 44% of the measured rate of transport, which illustrates how complex the transport regime can be. It has been shown that 50% of the total annual transport in a glacier stream can occur in a single day (Østrem and others 1967). More relevant to the Susitna basin is that glacier surges may complicate the picture. It is not known how much sediment is released by a surge, but it may be very large (Uskov and Kvachev 1979, Shcheglova and Chizhov 1981).
These uncertainties are less serious than it may seem, because of the large reservoir size. Given reasonable estimates for the trap efficiencies of the Watana and Gold Creek reservoirs, the estimated sediment deposition in Watana is only 5% of reservoir volume per century, and in Devil Canyon 14% (RAM Consultants 1982).
4. Glacier Outburst Floods
Several glacier-dammed lakes have been mapped in the Susitna basin by Post and Mayo (1971) on West Fork and Maclaren glaciers, and the downstream areas are mapped as flood courses. Because the lakes are comparatively small, the larger ones being characteristically 600 m across, their effect on estimates of the probable maximum flood has been neglected so far. With or without surges lake conditions could change considerably during the life of the Susitna project (Dolgoushin and Osipova 1975), and some surveillance will probably be necessary.
5. Glacier Characterization
As part of our reconnaissance of the glaciers of the Susitna basin we are attempting a general characterization. The results so far and some of their implications are discussed in the following sections.
5.1 Mass balance
The balance data for 1930 to 1981 have already been presented.
5.2 Thermal regime
A thermocouple string placed in a hole at 20 m depth on the west tributary of Susitna Glacier 2 350 m on 22 May, 1981 showed isothermal conditions (0°C) to that depth at least by 3 August. Given the existing body of experience relating to heat transfer in glaciers (Reference PatersonPaterson 1981), and the fact that most of the ice in the basin exists below this elevation, it is a reasonable inference that most of the glacier ice in the Susitna basin is temperate; that is, it is in equilibrium with liquid water (see Reference HarrisonHarrison 1975, for example). Similar results have been found for Black Rapids and Gulkana glaciers to the east of the Susitna basin (Harrison and others 1975). The highest and the lowest parts of glaciers are often the coldest. In the ablation area of Black Rapids Glacier just to the east of the Susitna basin a surface layer probably 30 m or less thick is several degrees below freezing point. Surging may complicate the thermal regimes of the glaciers of the Susitna basin (Jarvis and Clarke 1974).
5.3 Glacier dynamics
Instability of their ice-flow regimes seems to be the rule for all the major glaciers of the Susitna basin. Probably all of them are surging glaciers (Meier and Reference PostPost 1969, Reference PostPost 1969, Reference MayoMayo 1978), which means that they are subject to periodic episodes of rapid motion that bear no direct relation to climate. The definition of surges is not easy. At the one extreme a surge implies a catastrophic advance; at the other extreme it implies a weaker and short-lived pulse of motion. Susitna Glacier, which underwent a major surge in 1952 or 1953 (Post 1960), is in the former category; Maclaren Glacier, and probably Eureka and East Fork glaciers, would be in the latter. The situation seems to suffer from lack of published information on past surge histories, and from the fact that major surges of large glaciers occur infrequently, perhaps every 50 years or so.
The famous moraine patterns on Susitna Glacier give information about its surge history. Figure 6 shows them before and after the 1952 (or 1953) surge and in 1980. If the patterns always appear similar just before a surge, it is evident that no surge is imminent. Probably the next surge of Susitna Glacier is decades in the future, but there is no doubt that major surges, probably of several glaciers, will occur during the lifetime of the proposed Susitna project. The effects of surges on the project cannot be predicted in detail, particularly since few accessible data exist on the sediment and water discharges associated with surges. Most of the potential effects of surges have been noted earlier: possible large sediment discharge, formation of glacier-dammed lakes, possible loss of drainage from Eureka Glacier, and temporary increase of water production due to an increased area of ablation.
In order to understand the flow regimes better, measurements of surface velocity on several of the major glaciers are underway. The results to date, all obtained near the equilibrium line, are in Table I.
They indicate that large temporal changes in velocity occur, and therefore that sliding at the bed is probably an important ingredient of the motion of at least some of the glaciers of the Susitna basin.
Acknowledgements
We are grateful for the perspective provided by Carl Benson, Lawrence Mayo and Gerd Wendler, for the contributions of Roman Dial, Gary Bender and John Power, and for the cooperation of Acres American Inc. The financial support was from the State of Alaska.