The Nisqually Glacier

The Nisqually Glacier (lat. 46° 48.5’ N., long, 121° 44.5’ W.) is the largest glacier on the south side of Mount Rainier (Fig. 1). Excluding its major tributary, the Wilson Glacier, it has an area of 4.4 km², an average width of 600-700 m, and a length of 6.5 km, and descends from an elevation of 4 328 m to 1 414 m. The upper half of the glacier has a mean slope of 30°, is badly crevassed in the summer, and is frequently swept by avalanches in the winter. Consequently the measurements were restricted to the lower half, where the mean slope is only 14°. The division between the two areas occurs 2.9 km from the present terminus, at an elevation of 2 225 m, and coincides approximately with the equilibrium line. Thus only the ablation area was studied (Fig. 2).

Fig. 1.

Oblique aerial view of the Nisqually Glacier and the south side of Mt Rainier. The dots indicate the approximate positions of the 19 movement stakes. (Photograph by Austin S. Post, 22 August 1969.)

Fig. 2.

Map of the lower Nisqually Glacier and the surrounding terrain. The contour interval, is 12.192 m (40 ft). The grid system, the triangulation points, the movement stakes, and the curvilinear x’ axis along the flow center-line are also shown. Stake C6, in the middle of a small ice fall, was abandoned as it proved too difficult to maintain. Distance along the x’ axis is referred to as simply x in this paper.

The glacier is exposed to the full force of the storm systems which move in from the Pacific Ocean to the west. The average annual snowfall is 15-16 m, and by March or April there is usually 5-6 m of snow on the glacier. During the record winter of 1971-72 over 28 m of snow fell, and snow depths of over 13 m were measured. On the other hand, the southerly exposure and low elevation of the terminus cause heavy ablation during the summer months. Air temperatures of 20° C are not uncommon and the annual ice ablation near the terminus is typically 8 m. Copious quantities of melt water are produced.

The lower Nisqually Glacier is thus a steep, fast-moving, temperate, valley glacier which undergoes annual thickness changes of the order of several per cent of its total thickness. As evident from the surface topography, the bed is complex and produces a complicated flow pattern. On the other hand, the Nisqually Glacier is one of the most accessible glaciers in the world, since a road is kept open to within 1.3 km of the terminus all the year round. It was for this reason alone that the Nisqually Glacier was chosen.

Measurements

Nineteen movement stakes were placed about every 130 m down a longitudinal line along the strip of bare ice which lies approximately two-thirds of the way toward the west side of the glacier and which marks the zone of maximum surface velocity (Figs. 1 and 2). The stakes were placed in the ice with a steam drill (Reference HodgeHodge, 1971), and were made from 2 m interlocking sections of high-strength aluminum alloy tubing so they would not break during winter storms.

A triangulation net of 12 points was established around the lower glacier (Fig. 2); seven of these points are sufficiently windswept that they can be used throughout the year. All points were occupied and 4, 6, or 8 measurements of the horizontal and vertical angles to the remaining visible points were made. The redundancy in the angle measurements was used to adjust the net so that it satisfied the usual geometric requirements. Scale was provided by taping the distance between TP-6 and TP-7. The internal error of the net after adjustment was approximately ±7 mm, both horizontally and vertically.

All angle measurements were made with Kern DKM-2 theodolites. Horizontal and vertical angles were always recorded, and almost all measurements are an average of the “direct” and “reverse” positions of the telescope. An extensive error analysis showed that the standard deviation in a horizontal angle was ±3.1” and in a vertical angle ±5.3”, and that these figures probably included any atmospheric refraction effects. Any subsequent discussion of errors assumes that all angles were measured to this accuracy.

The movement stakes were surveyed from 4 June 1968 to 4 June 1970. 59 successful surveys were made, an average of one every 12 d. The time between two successive measurements of the position of any stake varied from 6 to 73 d (Fig. 3). Surveys were attempted in the winter whenever the weather looked favorable, but nevertheless large gaps in December and January occurred. During the first winter the uppermost five stakes were demolished by an avalanche and during the second winter 13 stakes were bent over and covered in a severe riming storm. In both winters many stakes were simply buried by heavy snowfall before they could be extended.

Fig. 3.

The dates of the surveys of the movement stakes, Measurements later found to be faulty have been omitted. Velocities can only be calculated along the lines connecting the dots, the gaps indicating times when a stake was relocated or damaged by snowfall or avalanches.

In addition to the measurements of the stake positions, the accumulation and ablation was determined by noting the level of the ice or snow on the stake, and the run-off from the glacier was continuously recorded at a stream gage installed by the U.S. Geological Survey on the Nisqually River 1.8 km below the terminus.

The bedrock topography was calculated from over 200 measurements of the gravity field over the glacier (Reference HodgeHodge, 1972). Elaborate corrections were made to compensate for the complex surface of the glacier and surrounding terrain, and the regional gravity field was determined using ice depths from areas of known bedrock (from old maps), two depths from bore-hole drilling, and gravity measurements over the terrain along the east side of the glacier. The mean thickness along the center-line of the ablation area is 70 m. Despite the fact the Nisqually Glacier is thin and lies on the flank of a volcano the ice thicknesses are considered to be as accurate as similar measurements done previously in regions of simpler geology. The uncertainty in h is estimated to be ± 10 m, increasing to ± 15 m near the terminus.

Calculation of the Surface Velocity

Calculation of the coordinates of a point on a stake was done using standard trigonometric techniques. Calculation of the surface velocity, however, was not as straight-forward since the long metal stakes were frequently bent over during the winter by wind, riming and snowfall. The stakes would straighten up again during the ablation season. A correction for this bending was necessary (in a few situations bending of the stake between surveys even produced an apparent backward motion).

The tilt of the straight portion of the stake protruding from the surface was calculated by sighting to two points on the stake a known distance apart. Differences in tilt between two surveys were then attributed to a bending of that portion of the stake between the two respective surface levels. Assuming the bent segment was a circular are tangent to the adjacent segments, it was then possible to obtain a unique solution for the amount and direction of the bending between the two surveys. Experience in the field showed that only occasionally were stakes more severely contorted than implied by this assumption.

The average error in the coordinates of a point observed with the theodolite was about ±30 mm horizontally and ±20 mm vertically. The average error in the tilt measurements was about ±2° in the amount of tilt and ±12° in the azimuth. The resulting errors in the velocity values averaged ±3 mm d⁻¹ in the speed and ±1° in the direction; these figures include an estimate of the error in the bend corrections, obtained by assuming the difference in tilt was due to a sharp “kink” rather than a smooth circular arc. The measurement error in the speed is of the order of ± 1 % of the total value.

The surface velocity of a glacier depends upon the time interval of observation—the shorter the time interval the greater the fluctuations in velocity (Reference MeierMeier, 1960). This effect, separate from the experimental error, is real and requires that the data be filtered so that they reflect only variations of a seasonal frequency. All survey pairs with intervals less than 15 d were eliminated as this was the best compromise between too large a “scatter” and too many gaps in the data. Those with intervals greater than 90 d were also eliminated because this interval spans more than one quarter of the seasonal cycle.

In addition to this filtering, the data were also smoothed by calculating velocity values from all possible survey combinations whose time interval was in the allowed range (15-90 days). This increases the number of data points and, since any erroneous effects caused by a fortuitous choice of survey combinations are minimized, it has the effect of smoothing the data.

All velocity values were corrected for transverse velocity gradients. Nine transverse velocity profiles were measured in May 1970 and the resulting gradients were applied to the remaining data, assuming the gradients to be independent of time. The average correction in the speed was 1.7 mm d⁻¹ and the maximum only 17 mm d⁻¹. All values were corrected back to an arbitrary center-line drawn to approximate both the line of maximum speed and the mean position of the stakes (Fig. 2).

Finally, corrections for longitudinal velocity gradients were also made, the gradients being estimated from the mean longitudinal velocity profile for each month. Velocities were corrected to arbitrary “standard stake positions”, defined as the average center-line positions of the stakes over the two-year period of measurements.

Applying a correction for bending of the stakes reduced the overall scatter of the velocity data points by 29%. Correcting for transverse velocity gradients gave a further reduction in the scatter of only 1%, but filtering out time intervals less than 15 d reduced it by 18%. Eliminating faulty data points gave an additional reduction of 9%, leaving the final data with 57% less scatter than the uncorrected data. [“Scatter” is defined here as the root-mean-square departure of the data points from the final curves of mean speed versus time.]

Calculation of the Sliding Speed

The basal sliding speed s_b was calculated from the measured surface speed s using the glacier flow model of Reference NyeNye (1952),

(1)

where h is the center-line ice thickness (in the vertical direction), τ _b is the basal shear stress and rA and n are the parameters in the flaw law of ice,

(2)

where and τ are the effective shear strain-rate and shear stress, respectively. The basal shear stress is given by

(3)

where ρ is the density of glacier ice (assumed to be 0.9 Mg m⁻³), g is the acceleration of gravity, α is the surface slope, and f is a “shape factor” introduced to allow for the effect of the valley walls. The variables f, α, and h are smoothed over distances of 600 m (about eight times the ice thickness) to minimize the effect of longitudinal stress gradients (Reference BuddBudd, 1970; Reference MeierMeier and others, 1974). The value of 8h is a compromise between Budd’s values of 10–20h and a desire not to eliminate completely the details present in the original data; 8h is also close to the value of 10h found by Meier and others for a temperate valley glacier.

Many experiments, both in the laboratory and in the field, have been done to determine the flow-law parameters A and n. The values differ considerably, however, and there can be as much as an order of magnitude difference in the strain-rate for a given stress. All available published data and some unpublished data on the values of A and n were examined so that the uncertainty in the flow law could be allowed for when calculating s_b. The numerical values of Reference NyeNye (1953) were chosen as “average” (A = 0.173 bar^−3.07 a⁻¹, n = 3.07) and those of Reference Shreve and SharpShreve and Sharp (1970) as the “least viscous” (A. = 0.550 bar^−3.3 a⁻¹, n = 3.3). Most other flow law parameters, for example, Reference MathewsMathews (1959), Reference GlenGlen (1955) [quasi-viscous interpretation], Reference RaymondRaymond (unpublished), Reference Paterson and SavagePaterson and Savage (1963), Reference MeierMeier (1960), and Reference Kamb and ShreveKamb and Shreve (1966), are more viscous than those of Reference NyeNye (1953), and so even the average flow law used here is biased to the least viscous side.

The ice thickness and surface slope are specified in the form

(4)

where t is time and x is a curvilinear distance coordinate running down the glacier center-line from the equilibrium line to the terminus (Fig. 2). h ₀ and α₀ were calculated from the last available map of the Nisqually Glacier (1966) and from the bedrock topography determined by gravimetry, bore-hole drilling, and areas of known bedrock; the results are shown in Figure 9.

Fig. 9.

The ice thickness, surface slope, and classical shape factor, calculated for the 1966 ice surface at the location of each movement stake, and then smoothed using a running average over a horizontal distance of 600 m.

Fig. 10.

The measured changes in ice thickness as a function of time and distance. The contour interval is 2 m. Values are relative to the 1966 surface (Fig. 9).

The changes in ice thickness ∆h were obtained from the survey measurements by correcting the surface elevation of the stakes back to fixed points in space (the standard stake positions) and converting any snow layer present to an ice equivalent. The corrections back to the fixed points were made by using the surface slopes from the 1966 map and assuming that the surface slopes are independent of time. The results are given in Figure 10. No seasonal wave in the ice thickness is evident.

The changes in surface slope ∆α should, by this assumption, be zero; nevertheless the ∆h field (Fig. 10) was differentiated with respect to x to see if there were any significant slope variations. The results (Fig. 11) verify that the changes in slope, if real, are generally less than 0.5° and, at any rate, are predominantly with x and not t.

Shape factors f were calculated using the classical shape factor A/Ph, where A is the cross-section area and P is the perimeter in contact with ice (Fig. 9). Changes in the shape factor due to changes in the ice thickness were shown to be negligible (Reference HodgeHodge, 1972).

The sliding speed s _b was calculated for the 19 movement stakes and for each month of the two-year observation period. Initial results showed that the variation of s _b with distance x was much greater than the variation with time t. Therefore values of s _b/s for each stake were averaged over the two years and plotted as a function of x (Fig. 12). The results for both the average flow law and the least viscous flow law are shown, as well as the variation of basal shear stress (as calculated by Equation (3)) along the center-line.

Since the data were averaged over distances of the order of 8h, the sliding speed and basal shear stress also represent averages over this distance. The calculations were repeated using unsmoothed and constant variables and, as expected, only the scatter of the points in Figure 12 was affected; the overall trends with distance are the same regardless of how much or how little smoothing is done (no smoothing at all approximately doubles the scatter indicated by the stippled areas).

It is apparent that: (a) Internal deformation accounts for very little of the observed surface motion. Only with the least viscous of flow laws and only near the terminus docs sliding contribute less than 50% of the surface motion, (b) Internal deformation contributes progressively less to the surface motion with distance up-glacier. Over the upper third of the ablation area, sliding accounts for well over 80% or possibly 95%— of the total motion.

The effect of uncertainties in the variables f, α, and h was examined by simultaneously perturbing them and calculating the overall effect on the average ratio s _b/s. It was found that sliding contributed less than internal deformation only if (a) the ice obeys the least viscous flow law, and (b) the measured depth is everywhere too shallow by at least 10 m and (c) the shape factors are close to unity. This, of course, is an unlikely extreme case and so it can be safely concluded that the motion of the Nisqually Glacier is dominated by basal sliding.

Causes of the Velocity Variations

According to existing theories, the flow of glaciers by internal deformation and basal sliding is determined by the state of stress within the ice and at the glacier bed. Variations in the flow could therefore be cause by variations in the state of stress due to changes in thickness or surface slope.

The variations in surface slope with time (Fig. 11), if they are real, are very small and could account for only a few per cent of the annual velocity variations. Furthermore, they show no obvious annual cycle and so it is concluded that surface slope changes have negligible effect.

The variations in ice thickness with time (Fig. 10) averaged about 5 m between summer and winter, or about ±3.6% of the average ice thickness of 70 m. The speed due to internal deformation s _d varies as h ⁿ⁺¹ (Equations (1) and (3)) and the sliding speed due to the pressure melting/enhanced creep mechanism as h^m, where m = (n + 1)/2 (Reference WeertmanWeertman, 1964). For n = 3 the ±3.6% variation in h thus implies a ±11% variation in surface speed if both internal deformation and basal sliding contribute equally to the surface motion, but only ±7% if internal deformation is negligible. For n = 4, the corresponding variations in surface speed are ±14% and ±9%. Even if it is assumed that m = n instead of (n + 1)/2, the computed variations increase to only ±17% and ±15%, respectively, for n = 4. Since the observed surface speed varied by at least ±25% it is unlikely that variations in the state of stress (the loading effect) can account completely for the magnitude of the velocity variations.

Fig. 11.

The changes in surface slope as a function of time and distance. The contour internal is 0.5°. Values are relative to the 1966 surface (Fig. 9) and were calculated by differentiation of the ∆h field (Fig. 10), using a distance interval of 600 m.

Fig. 12.

The time average of the ratio of the sliding speed to the measured surface speed for the average and least-viscous flow laws. The stippled area indicates the approximate magnitude of the time variations. The basal shear stress is also shown but no time variations are indicated as they are smaller than the size of the plotting symbols.

Nor can the loading effect account for the phase of the velocity variations. In Figure 13 the mean surface speed of all the movement stakes is plotted as a function of time. As expected, the peak speed occurs in June and the minimum in November–December, However, if the mean speed due to internal deformation (which will be in phase with the mean speed due to the pressure melting/enhanced creep mechanism of basal sliding) is also plotted, we get a maximum in March–April and a minimum in October. Hence there is a phase lag of one to two months between the loading effect and the surface speed.

Fig. 13.

The speed due to internal deformation, the measured surface speed, the sliding speed, the monthly discharge of the Nisqually River, and the cumulative liquid-water storage of the South Cascade Glacier as a function of time. The speed values are averages over all 19 movement stakes, using the average flow law in the calculations. The discharge data are accurate to about ±10% at low flow and ±20% at high flow.

Consider also the seasonal wave. If this represents a normal kinematic wave, propagating along a one-dimensional glacier by either the internal deformation or the pressure melting/enhanced creep mechanisms, it should have a wave speed given by (Reference PatersonPaterson, 1969, p. 199):

(5)

Since m < n the wave speed is a maximum when all the measured surface speed is due to internal deformation: c ≤ (n+ 2)s. For n = 4 and s = 800 mm d⁻¹ this implies c ≤ 1.8 km a⁻¹, but for n = 3 and s = 100 mm d⁻¹, c ≤ 0.18 km a⁻¹. Allowing for the effect of the valley walls will reduce the value of c even more (Reference NyeNye, 1965). Thus the seasonal wave travels down the glacier at least one to two orders of magnitude faster than can be accounted for by assuming the ice motion is due to either of these mechanisms.

The seasonal velocity variations are therefore difficult to explain if it is assumed the ice motion is controlled by the internal deformation mechanism and/or the pressure melting/enhanced creep mechanism of basal sliding. Instead one is led to attribute the changes in motion to the one unknown in the theories, namely the dependence of the basal sliding mechanism on the amount of water having access to the bed of the glacier. This hypothesis has been proposed before, but the data obtained on the Nisqually Glacier provide better support for it because of the detailed data reduction, error analysis and flow modelling which was done.

If the amount of water at the bed is the controlling parameter, the velocity variations might be expected to correlate with the run-off or the surface melting if one assumes that water passes through the glacier, via the bed, in a relatively short time. The monthly discharge of the Nisqually River 1.8 km below the terminus is also plotted in Figure 13. The peak in the run-off occurs in July, about a month, on the average, after the peak in surface speed.Footnote * Moreover, the minimum occurs in March-April, fully four months after the corresponding minimum in the motion. For stakes near the terminus the two maxima are almost in phase but the correlation becomes progressively less valid with distance up-glacier and completely breaks down when the minima are examined. During the period November to April when the run-off is steadily decreasing, the ice is distinctly accelerating.

The results agree in part with those of Elliston ([Union Géodésique et Géophysique Internationale], 1963, p. 65-66), who found the velocity to be in phase with the ablation and to precede the run-off by 1–2 weeks, and with those of Reference MüllerMuller (1968), who found the movement to precede the ablation by more than a month.

The mean sliding speed (surface speed minus speed due to internal deformation) is also plotted in Figure 13 and is in phase with the mean surface speed because internal deformation contributes relatively little to the total surface motion. Thus the loading effect does not account for this phase difference between run-off and surface speed.

Furthermore, the surface speed will not correlate with the production of water by surface melting. If it did, the peak in speed would occur progressively later up-glacier rather than the opposite. Surface melting also fails to explain the winter increase in the surface motion.

The acceleration of the glacier throughout the winter in the ablation zone is crucial to a correct interpretation of the velocity variations, since it makes it difficult to correlate the variations with run-off, surface melting or temperature. Assuming the velocity variations are due to variations in the amount of water at the glacier bed, this winter acceleration implies that the amount of water must increase during the winter, reach a peak in the late spring and early summer, and then decrease through the rest of the summer to a minimum in the fall. Presumably the larger volume of water increases the average hydrostatic pressure and thus, in turn, causes a greater area of ice to be separated from the rock, reducing the bed friction and allowing the glacier to slide faster. (Throughout this discussion it is assumed that the amount of water stored in a given vertical section of the glacier is directly related to the water pressure at the base of the section.)

Given the above hypothesis, these data thus support the concept of seasonal changes in liquid-water storage, which has been used by several workers to explain discrepancies in mass-balance measurements (Slenborg, 1970; Reference HoinkesHoinkes, 1970; Reference BjörnssonBjörnsson, [1972]). In 1970, Reference TangbornTangborn and others (in press) made a detailed study of South Cascade Glacier to see if measurement errors could explain such discrepancies. They found instead that the mass loss calculated from run-off and precipitation measurements (the “hydrologic method”) was 38% greater than that calculated from surface ablation measurements (the “glaciologic method”), and that they could not attribute this to measurement errors. They concluded the excess run-off was due to the release of liquid water from within the glacier during the summer, the extra water having accumulated in the glacier during the fall, winter and spring. The amount of the excess is estimated to reach a maximum of about 1% of the glacier volume.

The South Cascade Glacier is by no means identical to the Nisqually Glacier. However, this excess run-off has also been reported on glaciers in both temperate and subpolar climates. Assuming this is a general phenomenon, the cumulative liquid water storage of the South Cascade Glacier is plotted on Figure 13 for the two years 1970 and 1971. Although it is by no means convincing proof, the storage does peak, on the average, at the same time that the surface motion does. Hence it is suggested that the seasonal variations in the velocity of a glacier are correlated not with the run-off or surface melting, but with the amount of liquid water temporarily stored within the glacier. This hypothesis could, of course, be tested more thoroughly if the storage curve could be calculated for the Nisqually Glacier, or even, for that matter, throughout the year for the South Cascade Glacier, but the necessary data do not exist and are difficult to obtain.

A mechanism for the storage and release of liquid water was alluded to by Reference StenborgStenborg (1970) and was stated more explicitly by Reference TangbornTangborn and others (in press). As the production of melt water decreases during the summer, the drainage channels tend to close up as the hydrostatic pressure in the water decreases and less heat is generated by viscous dissipation or carried down from the surface. Melt water and rain during the late fall, winter and early spring are insufficient to keep the passageways open against the continuously deforming ice, the discharge capacity of the drainage system is reduced and the water is delayed more and more in its passage from surface to terminus, that is, it tends to go into “storage”. When melting commences in the spring the hydrostatic head of water increases rapidly, the passageways start to reopen and eventually the stored water begins to drain from the glacier. A delay between increasing water pressure and the opening of the channels is to be expected if the changes in channel size are accomplished by plastic deformation of the ice. Reference HaefeliHaefeli (1970), Reference ShreveShreve (1972), and Reference RöthlisbergerRöthlisberger (1972) have discussed this problem mathematically.

A connection between liquid-water storage and the velocity of a glacier is also suggested by other data from the Nisqually Glacier. Consider the increase in long-period velocity which took place over the upper half of the ablation area (Fig. 7). Because internal deformation contributes little to the surface motion in this region, the increase in velocity must represent an increase in the sliding component. This suggests, given the above hypothesis, that there was a corresponding increase in the average annual liquid water storage, more water being stored in the glacier in the spring of 1970 than in the previous two springs. If this is true it is not surprising that a small outburst flood, or jökulhlaup, was released from the glacier in early July 1970 (Fig. 14). The peak discharge was estimated (personal communication from D. Richardson, 1972) to be about 85 m³s⁻³, approximately 20 times greater than the normal summer flow.

Fig. 14.

The small jökulhlaup released from the Nisqually Glacier on 4 July 1970. The diagram is a direct trace of the recorder chart from the stream gage 1.8 km below the terminus; the origin of the ordinate scale is arbitrary. The “noise” is much greater after the flood because the bottom of the stilling well was eroded away, allowing turbulent water to enter.

Supplementary to this are some additional velocity measurements made in May 1971. Figure 15 shows longitudinal velocity profiles for approximately the same time of the year for each of four consecutive years. The large increase in velocity over the upper half of the ablation area from 1969 to 1970 is apparent, but a similar increase from 1970 to 1971 did not occur This suggests that the jökulhlaup, by suddenly releasing large amounts of water from within the glacier, was able to arrest the velocity increase (although apparently enough water was retained to maintain the velocity near the 1970 value). The permanent enlargement of crucial drainage channels could have prevented the storage of water from continuing. Other releases of water are known to have occurred, sometimes catastrophically, from the Nisqually Glacier in the past (Reference RichardsonRichardson, 1968) and they have also been observed from the Athabasca Glacier by Reference MathewsMathews (1964[a]).

Fig. 15.

Longitudinal velocity profile for the four years 1968-71. Each profile refers to approximately the same time of the year (the time of maximum velocity). The 1971 curve has been used to interpolate missing parts of the other curves.

Stored water was also released from Nisqually Glacier on 2 June 1968, and on 14 July 1972 During the first release the stream gage recorder was damaged and during the second one it was destroyed completely, so it is not possible to verify that a gradual build-up followed by an abrupt drop in the discharge actually occurred, which is characteristic of a true jökulhlaup (Fig 14). However, in both cases the total discharge during the floods was estimated to be several times greater than could be accounted for by snow melt and precipitation (personal communication from D. Richardson, 1972). Thus it seems certain that again some release of stored water must have taken place. All three floods occurred at the time of maximum liquid-water storage (Fig. 13). Furthermore, the total amount of water released was of the order of 1 % of the glacier volume, the same as that estimated for the water storage at South Cascade Glacier. Such a large amount of water (equivalent to a layer approximately 1 m thick) must surely affect the motion of a glacier.

The data suggest that jökulhlaups are preceded by an abnormal increase in surface motion. Thus an obvious way to predict such floods would be to monitor the surface velocity, particularly near the equilibrium line.

Other evidence exists in the literature to support the idea that significant amounts of liquid water are stored in glaciers during the winter. Reference FisherFisher (1963) describes an “enormous reservoir of water” encountered at the end of a tunnel drilled at 4 000 m on the Breithorn. Contrary to his expectations the flow of water out of the tunnel “increased materially during the winter” Reference MathewsMathews (1964[b]) made observations of the water level in a mine shaft which connected with the bed of South Leduc Glacier. He found some evidence for a “seasonal cycle in pressure”; “low base levels seemed to occur in late summer and higher base levels in winter”. Reference RöthlisbergerRölhlisberger (1972) has predicted theoretically that englacial water pressures should be higher in winter than in summer.

An additional implication concerning the storage of liquid water comes from the observation that the sliding contribution to the surface motion becomes progressively greater with distance up-glacier. For the uppermost stakes, near the equilibrium line, sliding accounts for over 90% of the motion. This suggests that relatively more water is stored higher up the ablation zone. Basal water pressures would therefore increase with distance up-glacier, a result which was also predicted by Reference RöthlisbergerRöthlisberger (1972).

Possibly most of the liquid-water storage occurs near the equilibrium line; however, this may not be a general feature of glaciers since the equilibrium line on the Nisqually Glacier is topographically in a unique location, at the boundary between the steep upper half and the flatter lower half where the measurements were made. Nevertheless the storage of large quantities of water at this level on Mount Rainier is also suggested by the South Tahoma Glacier jökulhlaup of 31 August 1967, on the south-west flank of the mountain. Both aerial photographs and an eyewitness account indicate the water was released from the 2 300 m level (Reference RichardsonRichardson, 1968), the same elevation as the equilibrium line of the Nisqually Glacier. Two more floods have been released from the same point since 1967 (personal communication from A. S. Post, 1972).

The seasonal wave can be explained qualitatively with this hypothesis. If there are larger amounts of water stored near the equilibrium line, the water pressure would be higher here than lower down the glacier. When melting commences in the spring, the critical pressure at which the passageways start to enlarge and connect up rapidly would therefore be reached sooner at higher elevations. The water which starts to drain down through the glacier would aid the enlargement of channels lower down. On the other hand, the seasonal wave in the minimum is probably a result of the longitudinal velocity gradient. Since the ice is always flowing faster higher up the glacier, the passageways would probably be closed off there before they would at lower elevations; the winter acceleration would commence sooner and the minimum would be sharper. This was indeed observed.

Could the seasonal wave be due to a kinematic wave in a thin film of water at the bed of the glacier? This was suggested by Reference WeertmanWeertman (1962) to explain the hourly and daily fluctuations of the surface speed of a glacier, but conceivably it might explain the seasonal wave as well. The wave speed would be about three times the velocity of the water in the film

(6)

where d is the thickness of the film and μ is the viscosity of the water. Taking Weertman’s values of d = 0.5 mm and μ = 5.7 × 10⁻⁶ bar a, and α = 14° for the average slope of the Nisqually Glacier this gives a wave speed of about 2000 km a⁻¹. Thus either this mechanism is not responsible for the seasonal wave or the thickness of the water film is an order of magnitude smaller. However, if the water film is made this thin (0.05 mm) to account for the seasonal wave then the controlling obstacle size can be no greater than 0.5 mm (Reference WeertmanWeertman, 1964) in order for the water film to affect the sliding speed by the amount (±25%) observed seasonally at the surface. This is at least an order of magnitude smaller than the controlling obstacle size calculated by Weertman. More recent theories of basal sliding (for example Reference KambKamb, 1970), might resolve this discrepancy.

Implicit in these conclusions is the assumption that the controlling parameter in the basal sliding mechanism is the englacial water pressure, or, more exactly, the “difference between the average normal stress at the ice interface and the water pressure in the passageways having access to the bed” (Reference RaymondRaymond, 1971). Reference HaefeliHaefeli (1970), Reference LliboutryLliboutry (1968) and Reference Müller and IkenMüller and Iken (1973) have also postulated this. The dependence of the basal sliding on the basal shear stress may well be masked by the effect of water at the bed. Thus it is understandable that Reference MeierMeier (1968) was unable to correlate the sliding velocity with the basal shear stress on the Nisqually Glacier The similar result of Reference PatersonPaterson (1970) on the Athabasca Glacier is also expected. In fact, Paterson’s suggestion that the sliding velocity might be correlated with the ice thickness is not unreasonable since thicker glaciers might be able to retain relatively more stored water than thinner ones.

Obviously, simultaneous measurements of the sliding velocity and the liquid-water storage, or the englacial water pressure, are needed to confirm or deny the hypotheses proposed here. Existing theoretical models of a temperate glacier cannot adequately predict the motion since they use only observations of slope and thickness made at the surface and do not consider the effect of water at the bed.

Liquid-water storage appears to be crucial to an understanding, not only of the hydrology but also of the dynamics of a temperate glacier. Jökulhlaups evidently represent the catastrophic release of stored water which has accumulated over a period of several years Glacier surges, on the other hand, might be caused by a more gradual release, with large amounts of stored water being retained long enough to produce a spectacular advance of the terminus Floods from a surging glacier have indeed been noted by Reference ThorarinssonThorarinsson (1969).

Acknowledgements

This study was made as part of a doctoral dissertation in geophysics at the University of Washington (Reference HodgeHodge, 1972, unpublished). I am indebted to Professor Mark Meier for guidance throughout the research and to Professor Norbert Untersteiner for providing the necessary financial support.

Permission to work on the Nisqually Glacier was granted by the National Park Service and the generous assistance of the staff of Mount Rainier National Park is greatly appreciated. The installation, maintenance and repeated calibration of the stream gage at the Nisqually River bridge was handled by the Glaciology Project Office, U.S. Geological Survey, Tacoma, Washington Mr Donald Richardson performed the crucial discharge calculations.

The extensive field work was made possible by the assistance of over 80 individuals and to each of them, my wife Susan, personal friends and employees of the National 1 ark Service, the U.S. Geological Survey and the University of Washington, I wish to express my very sincere thanks.

This research was supported by the National Science Foundation through Contract GU-2655 and by the Office of Naval Research through Contract N00014-67-A-0103-0007. Support during preparation of the manuscript was provided by the U.S. Geological Survey.