Introduction
The discharge of water, sediment, and dissolved materials from glaciers represents an important hydrological element in many mountain drainage basins. In a number of cases these discharges have been measured for down-stream use of the water for hydro-power production, irrigation, or water supply (Reference MeierMeier, 1969). These discharges also provide information about water storage in glaciers (Reference Tangborn, Tangborn, Krimmel and MeierTangborn and others, 1975), erosion rates (Reference ∅strem, Jopling and McDonaldØstrem, 1975), the chemical interaction of the waters with rock material in the basal zones, and properties of a glacier-drainage system (Reference CollinsCollins, 1978, Reference Collins1979, Reference Collins1981).
Measurements of these discharges and their time variations are usually carried out as part of a hydrological program, which attempts to relate them to water input from ice melt and liquid precipitation and changes in water storage (Reference Tangborn, Tangborn, Krimmel and MeierTangborn and others, 1975). It is also of interest to examine changes in these discharges in relation to changes in glacier speed (Reference PatersonPaterson, 1964; Reference HodgeHodge, 1974), which can give information about the coupling between a glacier’s hydrology and ice-motion dynamics.
This paper reports on variations of water discharge, suspended sediment concentration, and solute concentration observed during the “mini-surges” of Variegated Glacier, Alaska (Reference Harrison, Harrison, Raymond and MacKeithHarrison and others, 1986; Reference Raymond and MaloneRaymond and Malone, 1986; Reference Kamb and EngelhardtKamb and Engelhardt, in press). Mini-surge refers to an approximate doubling of speed for an interval of about 1 d. These mini-surges occurred quasi-periodically in the early part of the melt seasons for at least the 4 years before the latest major surge of Variegated Glacier, which occurred in 1982 and 1983. Although the mini-surges on Variegated Glacier are apparently premonitory to the main surge, similar mini-surge behavior may occur on non-surge-type glaciers (Reference IkenIken, 1978).
The measurements reported here were made in 1980 and 1981 on the principal stream draining the glacier. The water discharge, suspended sediment concentration, and solute concentration all showed trends and distinct fluctuations as the melt seasons progressed. The principal effect in the stream associated with mini-surges was a dramatic pulse in suspended sediment concentration far above variations from other sources. Broad low-amplitude water-discharge peaks could also be distinguished but these were not clearly distinct from variations due to other causes. Changes in solute concentration occurring with mini-surges could not be resolved above the background variations.
These observations are interpreted to infer water velocity beneath the glacier, cross-sectional area of water-transmitting passageways, constraints on the geometry of the passageways, and the amount of water-storage change associated with mini-surges.
Description of Variegated Glacier
Figure 1 shows a map of Variegated Glacier and the divide of its drainage basin. The glacier has a total length of 20 km, an altitude range from 100 m to 2000 m, and a typical equilibrium-line altitude of about 900 m. Locations on the glacier are specified in kilometers from the head of the glacier.
Fig. 1. Map of Variegated Glacier showing discharge-stream locations.
During 1980 and 1981 three streams drained the glacier (Fig. 1). The largest of these streams, here referred to as the upper stream, exited the glacier at about km 16½ on the south margin of the terminal lobe and carried roughly 65% of the total discharge. Above this location the area of Variegated Glacier is 21 km2, the area of other glacier ice is about 24 km2, and the total drainage basin area is 72 km2. The second largest stream, here referred to as the lower stream, exited the glacier at about km 20 on the west margin of the terminal lobe and carried roughly 30% of the total discharge. Between km 16½ and the lower stream, there is 6 km2 of Variegated Glacier and no significant other drainage area. The third stream carried less than 5% of the total discharge.
The geometry and motion of Variegated Glacier have been described by Reference Bindschadler, Bindschadler, Harrison, Raymond and CrossonBindschadler and others (1977). A seasonal and shorter-period variation of sliding velocity and near-surface temperature measurements indicate a temperate thermal regime, which is consistent with its low altitude in a maritime environment (Reference Bindschadler, Bindschadler, Harrison, Raymond and GantetBindschadler and others, 1976). Water-equivalent annual net balance ranges from –5 m to +4 m. The geometry, corresponding stress distribution, and speed have been changing since initiation of measurements in 1973 (paper in preparation by C.F. Raymond and W.D. Harrison).
In the zone 3–9 km from the glacier head, thickness, slope, basal shear stress, and speed had all progressively increased up to September 1981. By 1981, these parameters had values for this zone about 300–400 m for ice depth, 5–6° for slope, 1.4–1.8 bar for basal shear stress, and 0.4–1.1 md−1 for summer-averaged speed. During the mini-surges, peak velocities exceeded 3 m d-1 and, averaged over a day, reached levels of 2 m d−1 (Reference Harrison, Harrison, Raymond and MacKeithHarrison and others, 1986; Reference Kamb and Engelhardtkamb and Engelhardt, in press). These mini-surges lasted about 1 d and recurred about once per week in June and July. Individual mini-surges showed a space–time evolution usually characterized by initiation of rapid motion in a localized zone of a few kilometers length with subsequent down-glacier propagation at speeds of 0.1–0.6 km h−1.
Over the glacier below about km 11, thickness had decreased progressively, slope increased progressively, and basal shear stress and velocity remained roughly constant up to September 1981. Seasonal variation of velocity was also apparent in this zone with summer-averaged speed reaching up to 0.3 m d−1 in the upper reaches, but no high-speed velocity anomalies occurred (Reference Harrison, Harrison, Raymond and MacKeithHarrison and others, 1986).
Stream Measurements
Table I lists the principal types of measurements, when they were made, and the sampling frequency. In 1980, measurements were made with manually operated instruments. These were automated in 1981.
Table I. Measurement History
Time-lapse photography was used to record shifts in the stream channel, to time major changes in discharge, and to give a semi-quantitative record of stream stage. For this purpose, super-8 cine cameras were used in single-frame mode with triggering from a programmable external crystal clock.
Precise data on stage were obtained at the main stream by manual measurement against a fixed staff in the summer of 1980 and recording of level in a stilling well in 1981. These were positioned in the one cross-section bounded by bedrock. Both manual and automated measurements gave local stage accurate to about 0.01 m, but dynamic effects caused by the fast water and rough bed resulted in differences between local and area-averaged surface level up to 0.1 m.
The main stream was gauged 12 times in 1980. These water-discharge measurements were plotted with the stage to construct a stage-rating curve. The relationship between mean water velocity u, hydraulic radius R, and stream gradient J corresponded to Manning’s equation
with roughness n of 0.034. Calculation of the discharge from the stage was complicated by changes in the stream bed and banks due to erosion and deposition, which could only be partly corrected by resetting of the stage reference level. The net bed erosion at the bedrock gap was about 0.2 ma-1 for 1980 and 1981.
Water turbidity was measured as an indirect indicator of suspended sediment concentration (hereafter referred to as sediment concentration). This was done using a specially constructed meter, which compared the light transmitted from a controled incandescent lamp to two photo resistors. One light path was unobstructed, and the second was through a layer of stream water (usually about 5 mm thick).
An approximate relationship between turbidity reading and sediment concentration was established in 1983 by comparison of a series of 200 coincident stream-turbidity measurements and water-sample collections giving direct measurement of suspended load. This relationship fits the form
where S is the suspended load, R is turbidity-meter reading, and a and b are fitting parameters. The form of this equation is affected strongly by the characteristics of the electronics and photo cells. Equation (2) gives an accuracy of about 15%. The scatter between the sample sediment concentration and turbidity arises presumably from particle-size distribution or composition. Also, the water samples collected in the bottles and the water viewed in the turbidity meter were not identical due to some difference in time and position, and substantial local structure to the sediment concentration from turbulence. The turbidity-meter reading often showed ~5% fluctuations at frequencies up to 1 Hz during measurement which the operator had to visually average.
The relationship in Equation (2) was also used in 1980 and 1981 for the conversion of turbidity reading to sediment concentration. Because instruments with different photo cells and water gaps were used, the parameters a and b had to be refitted for various segments of the data records usually with only a few samples for calibration. Consequently, the error could be worse than the 15% range found in 1983.
Electrical conductivity of stream water was measured with standard commercial platinum-electrode conductivity cells with specified cell constants of 0.1 cm (plate area/plate spacing) read using a 1 kHz square-wave conductivity bridge.
Water temperature was measured periodically and was always 0.2° ± 0.1° C. This variation in temperature has negligible effect on conductivity, and all conductivity changes represent changes in water chemistry. Although suspended load variations represent a variable proportion of water and rock cross-section to electric current flow, the major effect is the concentration of ions in the water.
The relationship between conductivity and specific ion content has not been investigated thoroughly. If the proportion of ion types does not change, the ion concentration would be proportional to specific conductance because of the low concentration and expected ideality of the solution. Plasma-spectroscopic measurement of two samples showed the major anion to be calcium (≈90%) with small amounts of potassium (≈5%), silicon, sodium, magnesium, iron, and aluminum. Based on these atomic proportions, an approximate conversion between total dissolved solids (TDS), hereafter referred to as solute concentration, and specific conductance K (cell resistance × cell constant )−1 of the solution is:
This is consistent with a standard conversion for ground water (Reference Greenberg, Greenberg, Connors and JenkinsGreenberg and others, 1981) when the 0° C temperature of the stream water is taken into account.
Background Behavior of the Streams
The two major drainage outlets from the glacier behaved differently. In comparison with the lower stream, the upper stream showed discharge higher by a factor of 2 (Fig. 2), solute concentration higher by a factor of 2, and sediment concentration higher by a factor of 4. In contrast, diurnal variations of discharge and solute concentration were proportionally much larger on the lower stream than the upper stream. Variations of sediment concentrations were small in the lower stream. These comparisons indicate that the primary water source for the lower stream was ice melt on the lower lobe close to the outlet. Therefore, the upper stream carried most of the drainage from the main body of the glacier including the accumulation zone, and the area of mini-surge activity.
Fig. 2. a. Maximum and minimum discharge of the upper stream estimated each day from time-lapse photography. b. Maximum and minimum discharge of the lower stream estimated each day from time-lapse photography.
Figure 2 shows the seasonal variation of daily maximum and minimum discharge in the upper stream estimated from time-lapse photography for 1980 and 1981. During late spring and early summer, there was a gradual, fairly smooth rise in discharge, followed by a more rapid rise during a short 1 or 2 week period. The summer period was characterized by large discharge fluctuations controled by major storms. In 1981, the decline of the discharge back to winter levels was more rapid than the spring rise.
Figure 3a and b shows the more detailed records of stage, turbidity, and specific conductance from late spring and early summer. The specific conductance shows a trend opposite to the discharge, implying an inverse relationship between discharge and solute concentration. For convenience, resistivity is plotted instead of conductivity and the corresponding solute concentration increases downward in Figure 3. The solute concentration early in the season before discharge increase is up to 50% more than the summer average of about 50–60 mg 1-1. The turbidity was very low in the early season and high in summer, and is positively correlated with discharge.
Fig. 3. Measurements of water resistivity, turbidity, and stage of main stream for measurement intervals of (a) 1980 and (b) 1981. Measurement spacing is about 1½ h in 1980 and 30 min in 1981. Approximate conversions to total dissolved solid concentration; suspended sediment load and water discharge are explained in the text. Points show direct measurements of discharge and suspended sediment concentration used to calibrate stage and turbidity.
Figure 4 shows the summer-averaged diurnal records for stage, resistivity, and turbidity. Each curve was calculated by averaging all observations made over a summer during a particular hour and then smoothing with a 3 h averaging filter. Days of mini-surges and major storms were omitted in the stacking of the turbidity and stage data. The three curves were normalized to the same amplitude for easy comparison of shape and phase. For 1980, the records were poorly defined from 22.00 to 06.00 h because of a lower night-time sampling rate. The data for 1981 were obtained on a continuous half-hour cycle; the variance of the data for any one hour from their mean was fairly independent of time of day.
Fig. 4. Stacked daily records of turbidity, stage, and resistivity. Each curve is scaled to approximate the same amplitude for comparison of shape and phase.
In comparison to their ranges over the full record length, excluding storms and mini-surges, the full amplitude of the diurnal variation was about 25% for resistivity, 20% for discharge, and about 10% for turbidity. In comparison to their averages over the record length, the diurnal variation was about 10% for resistivity and 6% for discharge. The magnitude of the diurnal variation depended on the weather, with the largest variations found on sunny days. The amplitude of the daily cycle tended to increase with time during the early part of summer. The discharge peak occurred in the afternoon (17.00–19.00 h) and the correlation of amplitude with weather showed that the peak represented melt-water input on the same day. The diurnal stage and resistivity variations were closely in phase. Even though the turbidity signal was weak, it showed a definite phase difference with the daily discharge peak.
Combination of the solute concentration with water discharge gives the solute load (flux). In the typical diurnal cycle the solute load was roughly constant at about 0.9 kg s−1. (Actually there appears to be a slight decrease in solute load with increasing water flux, with a diurnal amplitude that was about ±2% of the above.)
The suspended sediment load calculated from sediment concentration and water flux was typically about 50–75 kg s−1 with a diurnal amplitude of ±5% of the above.
Local effects at the stream portal and between the portal and the measurement sites approximately 100 m down-stream affected measurements. The most relevant was an occasional peak in turbidity lasting 2 h or less caused by ice fall into the stream portal and partial damming of the stream.
Anomalous Behavior in Upper Stream from Mini-Surges
Seven mini-surges occurred during the time of stream observations, four in 1980 and three in 1981 (Reference Raymond and MaloneRaymond and Malone, 1986; Reference Kamb and EngelhardtKamb and Engelhardt, in press). The principal effect seen in the stream at the time of a mini-surge was a dramatic peak in the sediment concentration (turbidity pulse) lasting a number of hours (Fig. 3a and b). The timings of the turbidity pulses in relation to the mini-surge initiations on the upper glacier are given in Table II. One mini-surge produced no discernible turbidity pulse (24 June 1981). The turbidity pulses typically had a peak of 2 or 3 h during which the water was so opaque that the turbidity meter was saturated. The peak occurred within 4–10 h of the onset. Samples indicated peak sediment concentrations of over 10 g/1. The pulses lasted for 24 h or more with a slow decline from the peak to a background level.
Table II. Times of Turbidity Pulses in Relation to Times of Mini-Surges of Upper Glacier
There was not an obvious discharge anomaly; however, five mini-surges were followed after 1 or 2 d by a broad rise in discharge of 1 or 2 d duration (Fig. 3a and b). Since the amplitude of the rises was of the same order as the observed background variability, it is not unequivocal that these were caused by the mini-surges. Figure 5 shows the record of discharge from 1980 mini-surges superposed so that the times of the corresponding turbidity peaks coincide. The typical diurnal variations (Fig. 4) were subtracted. The two 1981 mini-surges for which turbidity pulses were recorded occurred close together (Table II) and at a time of complex discharge variations (Fig. 3b), so these were not included in the data stacking. The combined data show a rise in discharge starting at the time of the turbidity peak which continued to reach a maximum of about 1 ½ m3 s−1 above background 1–2 d later. A displacement in background before and after the mini-surge exists because the mini-surges occur in a time of rising discharge trend (Fig. 3a). The total extra discharge associated with mini-surge occurrence implied by Figure 5 is about 3 × 105 m3.
Fig. 5. Stacked records of discharges and concentrations from the four mini-surges of 1980 with diurnal signal removed. Time origins for each mini-surge were taken as the time of peak turbidity.
There was no discernible anomaly in solute concentration associated with the mini-surges. This implies a dissolved load anomaly proportional to the water-discharge anomaly. This behavior in response to the mini-surges is opposite to the diurnal variation where solute concentration varies inversely with discharge and solute load is nearly constant.
Framework for Interpretation of Turbidity Rise
Origin of turbidity pulse
Since there was no exceptional discharge increase associated with the mini-surge turbidity pulses, the high turbidity is not generated locally near the stream portal by fluvial activation of sediments in water passageways nor does it represent the release of a reservoir of stored turbid water. A reasonable assumption is that the high turbidity is caused by entrainment of sediment into the basal hydraulic system in the zone affected by the mini-surge motions. The actual mechanisms of turbidity generation are unknown; possibilities are direct mechanical action of the rapidly sliding ice, or exposure of new areas of the bed to turbulent water flow. Once sediment is entrained in the water flow it serves as a tracer as long as its settling velocity (~10−2 m h−1) is opposed by sufficient turbulence to maintain suspension.
In the initial discussion it is assumed (i) that sediment is first injected at the time and location of mini-surge initiation, (ii) that the water-flow regime below this point is turbulent, and (iii) that the water-flow velocity is greater than or equal to the rate of down-glacier propagation of the ice-motion disturbance of the mini-surge (0.1–0.6 km h−1). With these assumptions, the leading edge of the turbidity cloud would measure the average water velocity in the unperturbed basal hydraulic system between the mini-surge initiation location and the stream portal. The resulting average water velocities are tabulated in Table III and are not inconsistent with these assumptions. However, as our discussion expands we will have to re-assess the validity of the above assumptions.
Table III. Mean Velocity of Leading Edge of Turbidity Rise
Longitudinal distribution of water flux
If at a given longitudinal position x water is collected from a width W(x) and the width-averaged water input per unit area is b(x), then the water flux Q is given by
assuming steady-state water storage. We define
so that S(x) is the total collection area above position x. This is plotted in Figure 6 assuming W(x) is the width of the glacier. The discontinuity between km 5 and 6 represents the contribution to 5 from the major tributary.
Fig. 6. Glacier width integrated from the glacier head and steady-state water discharge, assuming water input averaged over the width is independent of longitudinal position. Arrows show location of main stream (km 16½) and boundary between upper and lower glacier regimes (km 9½). Head of glacier is on the right.
Based on the typical upper-stream discharge of about 16 m 3 s-1 (14 x 105 m 3 d-1), the average value of b(x) between the head (x = 0) and the stream portal would be 0.067 m d−1.
This is roughly consistent with the input expected from ice ablation, and the steady state assumed above, but neither the melt input nor the discharge output are known accurately enough to assess any trend in water storage from this comparison. The ablation rate usually decreases up-glacier and ablation rate is lower over snow, which would tend to make b(x) decrease up-glacier. On the other hand, there is more ice and snow on the valley walls outside the glacier margins in the upper part of the basin and this water input from the sides would tend to make b(x) increase up-glacier when it is figured relative to the width of the glacier as above. These two effects may partly cancel and it is not unreasonable to assume b(x) = b a constant. Thus
Figure 6 shows Q(x) assuming = 0.067 m d−1.
Cross-sections of water-flow passageways
Based on continuity, the total cross-section area A T carrying water flux Q at mean water velocity u is
Thus, if the distribution of u along the length of the glacier were known, then in combination with Q from Figure 6 the distribution of A Tcould be determined.
Based on fluid dynamics, the water velocity is expected to be related to the geometry of the passageways and the hydraulic gradient. The geometry of the passageways could have a number of conceivable forms. As a reference example geometry, we choose a tube-like conduit in the ice, such as analysed by Reference RöthlisbergerRöthlisberger (1972). If the water flows turbulently in a conduit of hydraulic radius R’, cross-section area A′c, Manning roughness n′, and hydraulic gradient J′, its velocity u′ may be found from Manning’s Equation (1), now expressed as
(s = 4πR2/A’c is a shape factor which would have a maximum value of 1 for a circular cross-section.) If the conduit is straight and runs parallel to the down-glacier direction, then u′, A′c , and J′ are straightforwardly interpreted as the down-glacier water velocity, the conduit flow cross-section perpendicular to the down-glacier direction, and the down-valley hydraulic gradient. If the conduit is sinuous and does not everywhere run parallel to down-glacier, this equation can be modified. The sinuosity γ may be defined as the length of conduit per unit down-valley length, (γ has a minimum value of 1.) The down-glacier water velocity u, the conduit area normal to the down-glacier direction Ac, and the mean hydraulic gradient down the valley J are related to u′, A′ c, and J′ by u = u’ /γ, A′cγJ= J′γ when averaged over length. If it is assumed that J′ is constant along the conduit axis, then substitution into Equation (8a) gives
where n = n′γ11/6/s1/3 is an effective roughness. The effective roughness n is larger than the roughness n′ as a result of sinousity (γ ≥1) or deviation from circular cross-section (s≤ 1). This effective roughness has been found empirically to be about 0.1 m−1/3 s (Reference RöthlisbergerRöthlisberger, 1972; Reference NyeNye, 1976; Reference ClarkeClarke, 1982) and its large size in comparison to typical roughnesses of tubes (0.06 m −1/3 s) may arise from a small sinuosity (γ = 1.5). The hydraulic gradient J can be estimated over most of the glacier length by the average slope of the ice surface (Reference RöthlisbergerRöthlisberger, 1972), which is about 0.1 on Variegated Glacier.
The Reynolds number for the conduit flow is given by
where p and η are the density and viscosity of water, and Dc is an effective diameter. In order for Equations (8) to be valid, the flow must be turbulent which occurs for Re > 2100 (Reference BaerBaer, 1972).
Below we shall be concerned with a comparison of results from Equations (7) and (8) to see if the basal hydraulic system could be composed of tube-like conduits and otherwise to place constraints on the structure of the flow passageways.
Structure of the Basal Hydraulic System
Evidence for a distributed flow system
Suppose water velocity were constant along the length of the glacier and equal to the average of about 0.3 m s−1 (1 km h−1) from Table IIIa. Then from Equation (7) A T would be proportional to Q and the distribution of AT along the glacier would be pictured by Figure 6 with the appropriate scaling of the Q-axis. For example, A T ≈ 27 m2 at km 6 and A T ≈ 54 m2 at km 16. Based on Equation (8b), the above water velocity would be achieved in a conduit of Cross-section area A c = 0.9 × 10−2 m 2 (diameter D c = 0.10 m). The corresponding Reynolds number would be 14 x 103.
The total flow cross-section A T needed to carry the flux at the assumed velocity is 103–104 larger than the cross-section A c of a conduit of size compatible with that velocity. This comparison shows that the actual geometry of A T must be much more complex than a typical Röthlisberger conduit.
In actuality, water velocity may vary along the length of the glacier. Where the velocity is much faster than average, the flow might be concentrated into one or a few large conduits. But it seems certain over some length of the glacier the water flow must be through a distributed flow geometry.
Two-zone model of flow system
There are a number of lines of evidence for doubting that water flow along the bed is everywhere through a distributed flow system. One would be the purely theoretical argument presented by Reference ShreveShreve (1972) and Reference RöthlisbergerRöthlisberger (1972) which shows that large conduits would tend to capture the flow of small ones. A configuration of many small passageways would tend to be unstable at least if the conduits are Röthlisberger channels in the basal ice. The stream exits the glacier from a tunnel which must extend back up the glacier some distance. Over much of the glacier below km 10 much melt water enters the glacier in moulins which probably persist as concentrated flow paths at depth. The very strong diurnal variation of solute concentration indicates a transit time from large areas of the glacier to the stream that is short compared to a day, which is discussed in more detail later. Also, the turbidity peak in the stream is not much broader than the interval of mini-surge activity (Table II) and therefore it is transported beneath the lower glacier with little dispersion. Finally, such a layer would seem inconsistent with the dynamic behavior of the glacier, if the layer extended over the full length. Above km 9, the glacier experienced rapid summer sliding (up to 0.9 m d−1 for full summer average) and mini-surges; but below about km 10 the summer sliding was small (0.2 m d −1 or less) and there were no large mini-surge-like motions (Reference Harrison, Harrison, Raymond and MacKeithHarrison and others, 1986).
For these reasons, we consider an alternative model described by a conduit which extends from the stream portal at km 16½ up-glacier to about km 10, a more distributed layer-like system above km 9, and a short transition zone in between. This boundary between conduit and layer-like flow is positioned on the upper limit of moulins and the lower limit of the mini-surges, described above. This boundary also happens to coincide with the upper edge of a short section of the glacier which is steeper and more highly crevassed than any other section of the main glacier below km 3 and which may have some mechanical importance in dividing the upper and lower parts of the glacier.
To analyze this two-zone flow system, we first calculate the circular conduit size needed to carry the water flux in the lower zone below km 10. From Equation (8b)
With n = 0.1 m−1/3 s, this predicts A c = 6.4 m2 (D c = −2.9 m) for a flux of 16 m3 s−1 (1.4 x 106 m 3 d−1) at km 161/2, and A c = 5.0 m2 (Dc = 2.5m) for a flux of 9 m3 s−1 (1.0 x 106 m3 d−1) inferred for km 10. The corresponding velocities u are 2.5 ms-1 (9.1 km h−1) and 2.3 ms−1 (8.3 km h−1). In all of these circumstances the corresponding Reynolds numbers would be high (Re > 106) and the flow is certainly turbulent. The above-inferred velocities are similar to the water velocity measured in the main stream once it leaves the glacier. They are larger by a factor of 2–4 than inferred from tracers injected into moulins in the lower parts of other glaciers (e.g. Reference StenborgStenborg, 1973; Reference Lang, Lang, Leibundgut and FestelLang and others, 1979), which may in part be a reflection of a time lag between tracer injection in a moulin and its entrance into a principal basal conduit. In any case, the water velocity in this hypothetical conduit would be substantially higher than the length-average velocity of 0.3 m s−1 (1 km h−1), and the travel time over the 6½ km distance from km 10 to the stream portal would be small compared to the multiple-hour transit time inferred for the turbidity pulse (Table III a). Therefore, in this two-zone model most of the time lag occurs in the upper zone.
We now examine the hypothetical distributed flow system above km 9. Table III b shows the water velocity inferred from the turbidity delay assuming a transit time from km 9 to the stream portal of 2 h. This roughly accounts for transit through a transition zone and the rapid transit down the conduit below. The inferred water velocities above km 9 are lower than the average over the full length and show a similar proportional scatter but a much reduced absolute spread. Also, a systematic tendency for inferred velocity to be smaller for a more distant origin (Table III a) is eliminated (Table III b).
If a typical value of about 0.1 m s−1 (0.3 km h−1) is taken from Table III b, Equation (7) gives A T equal to 123 m2, 103 m2, and 48 m2 at 9, 6½ and 4 km, respectively. These are very large areas and imply substantial basal storage of water. The average thickness over the width would be 0.2–0.1 m.
If the water were to flow turbulently in a Röthlisberger conduit, the velocity 0.1 ms−1 and Equation (8b) would imply a cross-sectional area Ac = 2.3 x 10−4 m2 (D c = 1.7 ×10−2 m). The corresponding Reynolds number would be 800, which is too low for turbulence. If the flow is assumed to be laminar, then the circular cross-section would be somewhat smaller, A c = 1.5× 10−4 m 2 (D c = 1.3× 10-2 m) implying a Reynolds number of 600, which is within the laminar requirement for tubes. Either way, A T is about 5 x 105 larger than A c, which again indicates the total flow cross-section A T is much more complex than a single conduit.
It is noteworthy that the water-flow velocity inferred in the basal layer above km 9 (Table III b) is close to the propagation velocity of mini-surges (Table III c). Also, the Reynolds numbers inferred for the water flow are small (Re ˂ 103). These results suggest some questioning of the original assumptions laid out for interpreting turbidity as a water tracer. The turbidity-pulse timing could be alternatively explained, if the water velocity between km 9 and the lower edge of the developing mini-surge were less than the mini-surge propagation speed or the water flow were laminar. In these circumstances, the front edge of the turbid zone would not be carried by the water but by the advancing ice-motion disturbance. Therefore, in this two-zone model, the turbidity might fail as a tracer of physical water velocity in the upper zone.
In spite of these difficulties, it is possible to place an upper limit on the water velocity in the upper zone. If the water velocity is larger than the turbidity propagation speed inferred in Table III b, it cannot be so great that the flow would be turbulent. Based on the model of a straight tubelike conduit (Equations (8) and (9)) and a high roughness (n = 0.1 m−1/3 s), the transition from laminar to turbulent flow would occur at a velocity of about 0.13 ms−1 (0.46 km h-1) when J = 0.1. This is only 30% larger than the typical turbidity-cloud velocity and is within the range of scatter and possible errors (Table III b). In fact, this is likely to be a high estimate for the transition velocity for turbulence since the many passageways implied for this zone are likely to be cross-linked and sinuous which would promote turbulence at lower effective Reynolds numbers and corresponding velocity.
These considerations substantiate a low water velocity in the upper zone that at most could have been slightly larger than the mini-surge propagation speed. They also indicate that the flow may have been laminar, and would not have efficiently transported sediment in suspension out of the mini-surge zone during the intervals between mini-surges. It also seems possible that the mobilization of debris by a mini-surge results in part from a transition from laminar to turbulent flow over large bed areas.
Existence of a central conduit running the full glacier length?
Is it possible that a central Röthlisberger conduit ran the full length of the glacier during the mini-surges? From the foregoing discussion, the flow in such a conduit would be turbulent and the velocity would be high so that the transit time from the reach affected by mini-surges would be only a few hours. This is much less than the time lag between mini-surge initiation and appearance of the turbidity cloud in the stream. This discrepancy might be explained in two ways: first, if there were delay between mini-surge initiation and injection of turbid water into the local conduit, or secondly, if turbidity is injected at only certain locations which are affected only sometime after mini-surge initiation elsewhere. The first of these possibilities seems unlikely. Comparison of Tables II and III shows the required delay would be 6–24 h such that the higher the initiation location the longer the delay. The second possibility could be consistent with the pattern of the time lag, if the location of turbidity generation were low in the mini-surge zone. This would be somewhat adhoc, since there is no reason to expect some special circumstances at any location. Furthermore, this view would prove the existence of a conduit only below the location of turbidity generation, which is then not inconsistent with the two-zone model. Finally, the existence of the mini-surges themselves seems to imply the principal glacier-drainage system has strong hydraulic connection over large areas of the bed. For these reasons, we reject the notion of a straight central conduit on the upper glacier running through the zone of mini-surge propagation during the early melt season when mini-surges occur. One likely possible explantion for the cessation of mini-surges later in the melt season could be that by then a central conduit has developed.
Discussion of the Diurnal Cycle
The diurnal cycle is caused by the variation in melting rate determined by the surface heat balance. On sunny days this is dominated by the shortwave radiation input (Reference PatersonPaterson, 1981) and the melting rate is at a maximum in the early afternoon. On the ice exposed on the lower glacier surface, there is an obvious diurnal variation of water abundance in ponds and streams, and flow into moulins. This variation is probably felt at the bed fairly rapidly but with an uncertain time lag. On the upper glacier, which is covered by firn and snow, there is a small diurnal variation in firn water-table (personal communication from H.F. Engelhardt), but the effects at the bed are likely to be highly dampened and time-lagged because of percolation in the firn and snow. Therefore, the driving of the diurnal variations in the stream is likely to come mostly from the exposed ice on the lower glacier.
The solute load carried by the stream is roughly constant in a typical diurnal cycle. Therefore, to a first approximation, it is reasonable to assume that the solute input rate to the basal system is nearly constant and that the diurnal variation of solute concentration is a result of dilution by a varying discharge. The slight decrease in solute load with increasing discharge indicates that there may be a varying solute input rate negatively correlated with the diurnal discharge. One possible explanation would be a variation in ground-water input to the basal system in response to diurnal basal water-pressure variations.
It is also significant that the diurnal variations of discharge and solute concentration are phased nearly together within the time resolution of about 1–2 h of the measurements (Fig. 4). This behavior would arise very simply by dilution if the solute were introduced at a constant rate locally at the stream portal. On the other hand, the solute is more likely introduced at a distant location or distributed along the glacier length. In this case, there are two alternative explanations of the phasing. It would be explained, if the physical water and discharge wave speeds were the same. Although this is possible, it would be fortuitous. A second more likely explanation is that both speeds are high, so that the transit times of the discharge wave and water are both short and the difference is necessarily also small.
Finally, we note the discharge peak and solute minimum occur only a few hours after the maximum melt rate. In view of the unknown time lag between surface melting and resulting effects at the bed, it appears that discharge and solute signals must be transferred along the bed to the stream in less than a few hours from large areas of the glacier.
Although these considerations are in no way conclusive, they support the view that there was a well-developed system of large conduits under at least the lower glacier in which water velocities were high and discharge could change rapidly in response to input.
The weak diurnal variation in turbidity may also be consistent with diurnal discharge variation in a system of conduits under the lower glacier. The peak in turbidity on the rising limb of the discharge cycle (Fig. 4) may occur by mobilization of the fine sediments in the conduits by the increasing flow and subsequent exhaustion of the supply. This behavior is typical of open-channel flow (Reference Leopold, Leopold, Wolman and MillerLeopold and others, 1964) and could arise by cyclic deposition and erosion in ponds in a large conduit.
In the long term the interaction of the water and fine debris must be more complex than this. The integrated sediment discharge over the summer corresponds to a settled sediment thickness of 0.02 m (or 0.01 m of bedrock accounting for porosity difference) averaged over the area of the glacier bed. This debris must be derived from a large part of the bed; thus conduits migrate across a large percentage of the bed during the summer or water velocity is high enough in the zones of distributed flow to transport the sediment. These and other factors evidently dominate the turbidity and largely mask the diurnal variation.
Water-Storage Changes During Mini-Surges
A water-storage change of 3 x 105 m3 implied by the anomalous stream discharge after a mini-surge (Fig. 5) corresponds to a layer 0.05 m thick, if spread evenly, over the approximately 6 km2 area affected by the mini-surges. This is somewhat smaller than the steady-state water cross-section corresponding to a thickness more than 0.1 m, which was inferred earlier to explain the average water flux.
This amount of water-storage change appears to be consistent with changes in ice-surface elevation (uplift) measured by Reference Kamb and EngelhardtKamb and Engelhardt (in press), if the uplift is caused by opening and closing of water-filled voids at the bed.
It is also possible that the change in water storage comes from the rise and fall of water in passageways between the surface and bed, that is, changes in internal storage within existing void space without short-term changes in surface elevation (uplift). Large changes in water levels occurred during mini-surges in bore holes reaching the bed (Reference Kamb and EngelhardtKamb and Engelhardt, in press). The water-level drop in the later part of a mini-surge was typically about 100 m. If a similar water-level change occurred in connected void space distributed vertically in the glacier, the storage change corresponding to 0.05 m could be explained if the fractional void volume were only 0.0005. A connected void-volume fraction larger than 0.0005 seems quite possible and the storage change could be explained by smaller water-level changes in the natural void system than in the bore holes. Also, Reference Balise and RaymondBalise and Raymond (1985) have shown much of the uplift observed in mini-surges may have come from vertical straining of the ice. Therefore, it is not certain that all or any of the water-storage change represents a change in basal storage.
Discussion
Summary of conclusions
The conclusions reached above can be summarized as follows. The average velocity of water beneath the glacier from the upper part of the mini-surge zone to the stream is 0.3 m s−1 (1 km h−1). Together with the water discharge, this indicates that over at least part of the glacier length water flowed in a distributed system of passageways individually much smaller than the total water-flow cross-section. Therefore, a large central conduit running the full length of the glacier was not present. Differences between the lower and upper glacier with regard to their dynamic behavior and the way surface water enters the glacier body, and the diurnal behavior of the stream support the existence of a drainage system beneath the lower glacier dominated by large conduits in which water flows at speeds much greater than 0.3 m s−1 perhaps as high as 2.5 m s−1. This implies a two-zone model of the basal flow system in which the water velocity is much higher than average in the lower zone and much lower than average in the upper zone.
With these considerations, the water-flow velocity in the upper zone in its unperturbed state below a down-glacier propagating mini-surge is deduced to be close to the mini-surge propagation speed (~0.1 ms−1) or possibly less. Together with the expected discharge distribution along the glacier length, this implies a total water-flow cross-section of about 102 m2 corresponding to a water thickness averaged over the width of 0.1 m or more; in contrast, the low water velocity implies individual passageway cross-sections must be smaller by orders of magnitude. The observations place no direct constraint on hydraulic conditions beneath a propagating mini-surge, but the stream discharge indicates a drop in water storage with the termination of a mini-surge that corresponds to a thickness of 0.05 m averaged over the area affected by mini-surges.
These conclusions apply specifically to the early melt season when mini-surges occurred in a regular cycle. Later in the melt season when mini-surges were less frequent or absent, the basal drainage in the upper zone was evidently different, perhaps because a conduit had formed there.
Structure of the basal layer in the upper glacier
Based on these constraints on the hydraulics of the upper glacier, it is worthwhile to give additional consideration to the geometry of the distributed passageways that carry the water. Four conceivable views are described here.
The first is a large number of nearly straight, roughly parallel tubes. As calculated above, these would have cross-sections A c of about 2 ×10−4 m2 and diameters Dc about 1–2 cm; it would take roughly 5× l05 of them to make up the total flow cross-section A T. Over the glacier width of 1 km there would have to be about 500/m. The combination of diameter and spacing would require that the tubes be distributed vertically, as conduits in the ice or possibly as pipes in unconsolidated basal debris, although the latter of these might not be possible at the low average hydraulic gradient of 0.1 (Reference BaerBaer, 1972). This geometry seems artificial and is probably unrealistic. In any case, the many small passageways are not likely to be realistically modeled by a set of small, straight, non-interconnecting conduits of identical area, roughness, and hydraulic gradient.
A second conceivable structure would be a permeable basal layer of rock debris (Reference Engelhardt, Engelhardt, Harrison and KambEngelhardt and others, 1978). Based on the total water thickness of 0.1–0.2 m deduced above and a porosity of 0.2–0.3, this zone would be about 0.3–1 m thick. In order to produce a physical water velocity of 0.1 ms−1 (0.3 km h−1) at a hydraulic gradient of 0.1, the ratio of hydraulic conductivity to porosity would have to be 1 m s−1. This is much larger than would be expected for usual granular media. For example, the upper limit of this ratio for clean gravels is 0.1 ms−1. Therefore, only in the case that the water velocity is much lower than 0.1 ms−1 (say 0.01ms−1) would it be possible for the principal water-flow path to be through a granular bed. Then the much larger A T needed to transport the flux at the lower water velocity would have to be achieved in a much thicker permeable layer (say 2–8 m).
A third conceivable structure is a single conduit but with a very high sinuosity, which would produce a very large apparent roughness n in Equation (8b). If it is assumed A c = A T (~100 m2), <u> (~0.1 m s−1) implies an enormous apparent roughness of n = 6.3 m 1/3 s much larger than 0.1 m1/3 s typical of a Röthlisberger conduit. To explain that would require a sinuosity γ of about 10. This would give conduit cross-section area (~10 m2), effective diameter (~3.6 m), and velocity (~1ms−1) when measured relative to the local conduit axis. Although this description may not be completely unreasonable, a sinuosity of 10 may be beyond the range where it is useful to think in terms of a single conduit.
A fourth conceivable structure is a network of linked cavities between the ice and the rock (Reference LliboutryLliboutry, 1968; Reference WeertmanWeertman, 1972). The important feature is that the flow passageways are not uniform in cross-section. Then constrictions cause a low velocity and wide places yield a large average thickness. Clearly, the structure of such a system cannot be determined uniquely solely from the mean water thickness and velocity. If one assumes (i) the fractional area of the bed covered by the cavities, (ii) the number of connections between cavities per unit width, (iii) the flow in the connections is given by the Manning’s equation (Equation (8a)), and (iv) the hydraulic potential drop occurs entirely in the connections between cavities, then the partitioning of the average thickness and water velocity between the cavities and connections can be calculated rather easily. For example, with a fractional cavity coverage of 0.5 and 1 connection per meter width, the mean thickness 0.1 m, and velocity 0.1 ms−1 imply a mean thickness and velocity of 0.18 m and 0.05 m s−1 in the cavities, and 0.02 m and 0.6 m s−1 in the connections. Although the numerical values assumed are arbitrary, the example shows that a quite reasonable structure of linked cavities can explain the combination of low water velocity and large flow cross-section area inferred for the upper glacier.
Based on the stream behavior alone, any of these views of the basal hydraulic system above km 9 seem possible at the present level of analysis. Also, we can imagine these structures may exist in combinations. However, each of these structures raises questions concerning stability in the presence of sliding motion, shearing in the basal ice or in a sub-sole permeable drift, erosion of the bed, or sedimentation in the passageways. These considerations will be essential to further theoretical constraining of the structure of the distributed basal system.
Acknowledgements
This work was carried out with funding from the National Science Foundation, Division of Polar Programs (grant numbers DPP-7903942 and 8200725). We would especially like to express our thanks to T. Pfeffer, L. Senear, and the late G. Anderson, who helped with field work, and T. Lee, who helped with design and construction of field electronics.
