Flood and Landslide Events, Peyto Glacier Terminus, Alberta, Canada, 11–14 July 1983

Abstract

Two flood waves from the terminus of Peyto Glacier occurred as a result of very high precipitation in early July 1983 and a landslide which exposed a large section of ice-cored moraine. The flood waves induced erosion, and subsequent melt, of the moraine and deposited an estimated 6000 m³ of gravel in the valley. The majority of the deposition occurred in an area approximately 200 m × 20 m to depths of 3 m at the site of the National Hydrology Research Institute gauging station 1 km from the glacier terminus. The initial flood washed away most of the equipment from the site and the gravel deposition totally destroyed the rest of the installation. These events appear to be unique in the period that hydrological records have been maintained for Peyto Creek.

Résumé

Les très fortes précipitations des premiers jours de juillet 1983 ainsi qu’un glissement de terrain qui a mis à nu le noyau de glace d’une moraine ont provoqué deux crues de l’émissaire du glacier Peyto. Les crues érodant la moraine et entrainant la fusion du noyau de glace ont déposé quelque 6000 m³ de graviers dans la vallée. L’essentiel des dépôts couvre une surface de 200 m × 20 m sur 3 m d’épaisseur à l’emplacement de la station de jaugeage de l’Institut National de Recherche Hydrologique situé à 1 km du front du glacier. La plupart des équipements de la station ont été entrainés au début de la crue et le reste entièrement détruit par le dépôt de sédiments. Aucun évènement de cette ampleur ne s’était produit depuis le début des observations sur le Peyto Creek.

Zusammenfassung

Zwie Flutwellen aus der Zunge des Peyto Glacier, verursacht durch sehr hohe Niederschläge zu Anfang Juli 1983 und eine Lawine legten einen grossen Teil der mit einem Eiskern erfüllten Moräne frei. Die Flutwellen führten zur Erosion und anschliesssenden Abschmelzung der Moräne und lagerten schätzungsweise 6000 m³ Schotter in das Tal ab. Die stärkste Ablagerung trat in einem Bereich von etwa 200 m × 20 m bis zu 3 m Mächtigkeit an der Pegelstation des National Hydrology Research Instituts 1 km unterhalb der Gletscherzunge ein. Die anfängliche Flutwelle schwemmte den Grossteil der Stationseinrichtung weg; die Schuttablagerung zerstörte den Rest der Installationen total. Diese Ereignisse erscheinen einzigartig seit der Zeit, da hydrologische Aufzeichnungen für den Peyto Creek geführt werden.

Introduction

A series of catastrophic hydrological and geomorphological events occurred at the terminus of Peyto Glacier, Alberta, between 11 and 14 July 1983. These events produced rapid erosion of the massive ice-cored moraine below the present glacier terminus and deposited approximately 6000 m³ of gravel in the braided stream bed 1 km below the present terminus. Peyto Glacier is a small outlet glacier situated on the east side of the Wapta Icefield in the Waputik Range of the Canadian Rocky Mountains (Fig. 1). The glacier is fed from a number of small basins below Mountains Thompson, Rhonda, and Baker, and Trapper Peak and at altitudes up to 3172 m a.s.l. It covers an area of 13.4 km² and terminates at approximately 2090 m a.s.l. The basin area is approximately 23.0 km² and the glacierized component of the basin is therefore 58.3%. Since 1965 the glacier has been studied extensively as an International Hydrological Decade site and subsequently as a continuing programme of Environment Canada. Peyto Glacier has one of the best glaciological, hydrological, and climatological records of any basin in Canada, which indicates that the glacier has been retreating since the first photographic record in 1896. The terminus lobe is now thin and slow-moving with only 15% of the original glacier area and probably considerably less of the total ice volume.

Fig. 1. Location map of Peyto Glacier and the sites of the stream gauge, the landslide, and features referred to in text.

Geomorphology

The geomorphology of the basin is dominated by Neoglacial and Recent moraines perched on the rock face along the east side of the valley and as a sharp ridge down the west side between Caldron Creek and Peyto Creek. These moraines descend a large rock step into the braided outwash section of the valley floor and terminate before a moraine constriction of the valley at the apex of the Peyto Lake delta. Parts of these moraines are still ice-cored.

The discharge stream of the glacier is deeply incised into bedrock and is covered in places by a massive section of debris-covered stagnant glacier ice. Melt-out of the ice-cored moraine has been slow and has in particular been retarded by the thick till cover over most of the ice. Ice has normally only been exposed at the inflow and the outflow of the drainage tunnel.

Weather Conditions

The climatic pattern of the basin is typical of high mountain areas in that it is highly variable through the season and between seasons. The conditions at Peyto Glacier are controlled by the tracks of depressions from the Pacific Ocean or the Arctic Front and on the strength of the pressure systems in the continental interior. There has been extensive research on aspects of the climatology of the basin (Goodison [1971], 1972; Munro, unpublished; Munro and Young, 1980) and on glacier mass balance and the prediction of run-off from the basin (Derikx, 1973; Power and Young, [1979]; Gottlieb, 1980; Young, 1981).

During the 1983 season records were maintained at the glacier between 14 May and 13 September. From 19 May to 30 June the climatic conditions reflected the typical patterns which occur in the high basins of the Rocky Mountains. A series of low-pressure systems crossed the area with associated temperature and precipitation fluctuations (Fig. 2). The only climatic variation of note was the prolonged influence of up-valley winds in early June associated with the rapid drop in pressure between 29 May and 1 June. Total precipitation during the early season can be classed as normal with maxima of 7.6 mm on 10 June and 24 June but with no extreme events. Commencing 2 July there were two weeks of unusual weather conditions which culminated in the events of 11 to 14 July. On 2 July pressure started to rise and stayed relatively high without any rapid changes. Temperature in this period was unusually constant with mean daily values between 6^° C and 3^° C. Average humidity was about 60% through the period. The precipitations pattern, however, was exceptional. Steady precipitation between 2 and 8 July resulted in a total of 44 mm. During 11 and 12 July the area was on the edge of a major storm to the west which contributed 30 mm (measured) with wind speeds between 30 km h⁻¹ and 40 km h⁻¹. This precipitation caused rapid run-off from the glacier surface and from the adjoining basin already saturated from the 2 to 8 July rainfall. During 12 and 13 July the rainfall abated slightly but the area still received a further 9.7 mm. During the night of 13 to 14 July an intense thunderstorm contributed an additional 15.5 mm of rain concentrated into a 2 h period. The total precipitation for the first two weeks of July was in excess of 100 mm.

Fig. 2. Summary of the climatic conditions of summer 1983 leading up to the floods and landslide of 11–14 July.

Events at Peyto Glacier Terminus, 11–12 July

During sediment sampling at the glacier terminus on the morning of 11 July, before the first intense storm, discharge was visibly rising and a powerful hydrostatic resurgence at the terminus was forcing large blacks of glacier ice (up to 1 m × 0.5 m × 1 m) into the river course. The intense rainfall of the night of 11 to 12 July produced an immediate rapid run-off from the basin which augmented the already high discharge from the glacier. The high discharge and the ice blocks were directed through the ice-cored moraine tunnel across the rock step below the terminus. During the night the tunnel was unable to accomodate the increasing discharge and the water backed up above the entrance. The resultant pond in the gorge attained a depth of about 30 m before overflowing across the ice-cored moraine surface. The overflow rapidly developed into a flood wave removing the till cover of the moraine and initiating erosion of its ice core (Fig. 3). The flood wave cascaded over the end of the ice-cored moraine, through the gorge waterfall sections of the channel and across the National Hydrology Research Institute (N.H.R.I) stream-gauging site. The flood wave destroyed most of the gauge site, removing all instrumentation and leaving standing only the stilling well. The stream course also changed, migrating towards the east side of the valley. Figure 4 shows the gauging site at midday on 12 July. The large, white-painted, survey boulder in the left-centre of the photograph was sited 30 m away from the pre-flood stream course. The pond in the upper gorge remained full and discharged over the moraine throughout the 12 and 13 July. Run-off from the east side of the valley started the degradation of the ice-cored moraine at the higher moraine trim-line. Debris from collapse of this moraine and from small mudflows initiated across the ice core were gradually infilling the pond (Fig. 5). During 12 July this infilling totally sealed off the old entrance to the stream tunnel channel. The new surface stream was rapidly incising into the ice core and inducing slumping of till off the rest of the moraine.

Fig. 3. The ice-cored moraine after the flood of 11—12 July. Note the flood plain surface in the lower left quadrant, the incision of the stream into the ice core, and the mud-flow activity on the moraine in the upper right quadrant.

Fig. 4. The gauging site after the initial flood event. Note the position of the white-painted survey boulder. (Two figures on the point of the gravel bar in the centre of the photograph provide scale).

Fig. 5. The pond in the gorge above the ice tunnel infilling with mudflow debris on 12 July.

Judging from the changes in the stream course at the gauging site, the flood wave transported a large volume of debris, but estimates of volume transported were precluded by subsequent events. The water height can be inferred from the fact that the instrumentation was swept off the top of the stilling well. This was probably 3 m above normal water-levels in the channel. A very rough projection of this water-level across the valley gives a cross-section of 80–100 m² and suggests that the instantaneous discharge may have been at least in the 200–300 m³ s⁻¹ range.

The hydrological records from the gauging station indicate very variable daily discharges with peak daily flows up to 1500 × 10³ m³d⁻¹ (17.3 m³s⁻¹) and maximum measured flows up to 26 m³s⁻¹. The seasonal regime is extremely uneven with peak discharge occurring between early July to mid August or with a number of peaks of equivalent magnitude spread between late June and early September depending on the seasonal weather conditions. Small flood events have occurred but there are no data on discharge and severe damage to installation has not previously been reported. The range of daily discharges in June and July has been between 100 × 10³ m³d⁻¹ and 1500 × 10³ m³d⁻¹ (1.2 m³s⁻¹ and 17.3 m³s⁻¹). (With a mean annual discharge of 45 × 10⁶ m³ the flow is distributed throughout the season: Jan. 0.4%, Feb. 0.4%, Mar. 0.4%, Apr. 0.4%, May 0.7%, June 16.4%, July 30.0%, Aug. 35.6%, Sept. 12.3%, Oct 2.0%, Nov. 1.0%, Dec. 0.4%.)

Events at Peyto Glacier Terminus, 13–14 July

Precipitation abated slightly through to the evening of 13 July but the intense thunderstorm of the evening of 13 July added 15.5 mm of rain to a saturated basin and a glacier hydrological system which was already at capacity. The immediate result of the thunderstorm was the collapse of the perched lateral moraine off the east side of the valley. This collapse stripped the till cover off the ice-cored moraine on the east side as the slide moved down-slope (upper right Fig. 6). At the base of the slope the slide divided about a rock bar into two sections, one moving across the outwash at the glacier terminus and partially up on to the terminus (Fig. 7). The second diverted down-valley (Fig. 6) filling the pond site (Fig. 8) and flowing across the ice-cored moraine as far as its terminus (Fig. 6). The result was the damming of the discharge at the glacier terminus and above the ice-cored moraine. The release of these dams, occurring during the night but inferred to be a release at the glacier followed rapidly by a release down-valley, produced a flood wave of rock and mud down the valley and across the old gauging site, totally obliterating the remaining equipment. Material was initially deposited up to 5 m deep in the gorge above the gauge but this was subsequently swept away. Roughly 2–3 m of rock were deposited over the gauging site for a distance of 100 m and thinning down-valley for a further 300 m. The total estimated deposit was 6000 m³ of gravel. The configuration of the gauging site on the morning of 14 July is illustrated by Figure 9 with the bulk of the gravel in the lower centre of the photograph. For comparison with Figure 4 the position of the survey boulder should be noted. In Figure 9 the boulder has been displaced 2 m down-slope.

Fig. 6. The ice-cored moraine after the landslide and the flood. Note the meandering track of the landslide across the moraine, re-incision of the stream into the ice core, and the total exposure of the ice in the upper right quadrant of the photograph. Comparison with Figure 3 demonstrates the magnitude of the ice exposure.

Fig. 7. The landslide debris across the terminus of the glacier.

Fig. 8. The pond site in the gorge infilled by landslide material on 14 July. The stream has established a course across the landslide debris.

Fig. 9. The gauging site after the landslide and flood event Note the change in position of the survey boulder and the changes in the stream channel.

Changes at the Ice-Cored Moraine (Fig. 10)

Fig. 10. Diagram of the changes at the ice-cored moraine.

The overflow of the moraine by the first flood, which incised into the ice, was followed by complete blockage of the channel by the landslide moving down-valley. It was finally re-opened as the second flood wave removed the landslide debris and recommenced incision into the ice core. This incision had progressed sufficiently by 17 July to allow debris slumping off higher portions of the moraine to partially infill the channel.

Changes at the Glacier Terminus (Fig. 11)

Fig. 11. Diagram of the changes at the glacier terminus.

The main changes at the glacier terminus were the exposure of the ice core of the deposits on the east side of the valley, initially on a small scale by the mudflows over the ice core but primarily as a result of the massive landslide of 13–14 July. Landslide debris covered the immediate glacier terminus area to depths of 2 m and this modified the drainage pattern from the glacier. The slide also flowed down-valley and was eventually removed by the flood wave as described above.

Changes in the Flood Plain Below the Gorge

These changes can be illustrated by reference to Figures 4 and 9 and using the white painted survey boulder as the point of reference. Prior to the flood of 11–12 July the boulder was 30 m from the stream which had a course against the west side of the valley (nearest the camera in the Figures). After the flood the stream course had migrated to the east side of the valley, some deposition had occurred at the site but the stilling well was in place. The flood wave had eroded close to the position of the survey boulder. The flood of 13–14 July after the landslide deposited 2–3 m of gravel and boulders over the whole site ripping apart the stilling well and undermining the surveying rock which subsequently rolled 2 m down-slope. One section of the stilling well was found 600 m down-valley. Fresh deposition or reworking of the river gravels occurred for up to 800 m down-valley and the remains of the equipment from the gauging site were distributed down to the shore of Peyto Lake. Pieces of the steel cable which had been used to anchor the stream gauge had cleanly cut ends and remains of the wire gabions used to protect the stilling well were transported 1 km from the site.

Summary

The changes in the morphology of the proglacial area of Peyto Glacier as a result of the events of 11–14 July were dramatic. Although small flood waves and mudflows had been observed by Environment Canada personnel on a number of occasions during the 20 years of research at the site nothing approaching the magnitude of the events described here had been recorded. The evolution of the pro-glacial landscape has been dominated therefore by the very high-magnitude low-requency sequence of events and this illustrates the importance of the concept of catastrophic process evolution in these areas. The importance of mass wasting processes of low frequency throughout the Rocky Mountains has been proposed by Gardner (unpublished). He has placed these events in early Holocene and the Neoglacial time but it is apparent that there still exists the potential for these processes to occur. In the light of the observations at Peyto Glacier the concepts of dynamic equilibrium and steady state must be re-evaluated. The observations strengthen one of the authors views (Johnson 1970, 1983, 1984 [a], [b]) that although approaches of, for example, heat flow through till to explain ice-cored moraine degradation are of importance, evolution and formation of landforms in the paraglaciat environment must consider the high-magnitude catastrophic event.