The record of jökulhlaups from Summit Lake, northwestern British Columbia

1993 ◽  
Vol 30 (3) ◽  
pp. 499-508 ◽  
Author(s):  
William H. Mathews ◽  
John J. Clague

Summit Lake, which is impounded by Salmon Glacier, is the largest self-draining, ice-dammed lake in Canada. Until 1961, it contained few icebergs and was stable, overflowing to the north into me Bowser River valley. The first jökulhlaup occurred in December 1961, after a lengthy period of thinning and retreat of Salmon Glacier, when a subglacial runnel developed in the weakened ice dam, allowing the lake to drain suddenly. This flood and two others in 1965 and 1967 caused major damage to the road system in the Salmon River valley south of the lake. Since 1965, with three exceptions, Summit Lake has drained annually; minor floods along Salmon River in 1966, 1969, and 1973 may record partial drainings of the lake, although other explanations are possible. Jökulhlaups in recent years have been smaller and have occurred earlier in the year than most of the early floods. Rapid water-level fluctuations associated with the annual emptying and refilling of Summit Lake have generated large numbers of icebergs, derived from the Salmon Glacier dam; these icebergs presently choke the surface of the lake. The present jökulhlaup cycle is likely to continue either until the glacier readvances or until it retreats to the point that it no longer forms an effective seal.

2005 ◽  
Vol 42 (2) ◽  
pp. 215-230 ◽  
Author(s):  
Selina Tribe

A map of reconstructed Eocene physiography and drainage directions is presented for the southern Interior Plateau region, British Columbia south of 53°N. Eocene landforms are inferred from the distribution and depositional paleoenvironment of Eocene rocks and from crosscutting relationships between regional-scale geomorphology and bedrock geology of known age. Eocene drainage directions are inferred from physiography, relief, and base level elevations of the sub-Eocene unconformity and the documented distribution, provenance, and paleocurrents of early Cenozoic fluvial sediments. The Eocene landscape of the southern Interior Plateau resembled its modern counterpart, with highlands, plains, and deeply incised drainages, except regional drainage was to the north. An anabranching valley system trending west and northwest from Quesnel and Shuswap Highlands, across the Cariboo Plateau to the Fraser River valley, contained north-flowing streams from Eocene to early Quaternary time. Other valleys dating back at least to Middle Eocene time include the North Thompson valley south of Clearwater, Thompson valley from Kamloops to Spences Bridge, the valley containing Nicola Lake, Bridge River valley, and Okanagan Lake valley. During the early Cenozoic, highlands existed where the Coast Mountains are today. Southward drainage along the modern Fraser, Chilcotin, and Thompson River valleys was established after the Late Miocene.


Author(s):  
Lola Sichugova ◽  
Dilbarkhon Fazilova

This work presents the results of lineaments interpretation using the automated method of the satellite images in the territory of the Charvak water reservoir in Uzbekistan. Tectonic and local (water impoundment in Charvak reservoir) features of the region deformation were determined on base LINE algorithm in software PCI Geomatica. The thematic map with the geospatial arrangement of lineaments was constructed on base of satellite images LANDSAT-8 processing. We concluded that water level fluctuations have a greater influence on the appearance of the lineaments structure than periods of water filling and downstream in the reservoir. Lineament density maps showed dominantly increased density towards the north-southern direction is due to tectonic features of the region and the west-eastern direction is due to water level fluctuations in the reservoir. The lineaments density maps for summer-autumn periods showed the faults arising from water level fluctuations only. Winter-spring period affected with high influence of the seasonal (snow pack, rainfall) processes as well.


1979 ◽  
Vol 32 (1-4) ◽  
pp. 1-54 ◽  
Author(s):  
Frank Chapman Bellrose ◽  
Fred L. Paveglio ◽  
Donald W. Steffeck

1.—The bottomland (backwater) lakes of the Illinois River valley embrace about 28,500 ha (70,000 acres) and attract hundreds of thousands of waterfowl during their fall and spring migrations. All of these backwater lakes except Peoria Lake are lateral to the river channel. 2.—The Illinois River occupies a valley much older than the river itself as a result of a series of unique geological events. This valley in essence was the Mississippi River valley before the Wisconsinan glaciation. Its bottomland lakes developed because the river's remarkably low rate of fall resulted in its aggrading rather than degrading. 3.—Unfortunately, the very principles of sedimentation that created the lakes also set the stage for their extinction. Under pristine conditions this extinction would have taken hundreds, perhaps thousands, of years, but man, through intensive use of the land, has greatly accelerated the process.   4.—Aquatic and terrestrial habitats of the Illinois Valley have suffered a series of cataclysmic events since 1900: first, a permanent rise in water level from water diverted from Lake Michigan; second, the draining of more I Aug. 1979 Bellrose et al.; Waterfowl and the Changing Illinois Valley 49 than half of the 161,878-ha (400,000- acre) floodplain through the construction of levees and pumping stations; third, an upsurge in untreated urban and industrial pollution during the 1920's; fourth, the creation of a 2.7-m (9-ft) channel and its attendant navigation dams in the 1930's; and fifth, an acceleration in sedimentation rates following World War II, apparently resulting from an increase in the amount of open row crops grown within the basin. 5.—Waterfowl food plant resources have been dramatically altered by the many changes wrought by man. Factors that have directly affected the species composition and abundance of the wetland plants are (1) fluctuating water levels, (2) water turbidity, (3) water depth, and (4) competition between plant species. 6.—Fluctuating river levels adversely affect the development of aquatic and marsh vegetation on those bottomland lakes connected with the river at all stages. In the early years of the study, the more the lakes were separated from the river, the more extensive were their aquatic and marsh plant beds. 7.—During the earlier years of the study, aquatic and marsh plants disappeared from those lakes connected with the river at all water stages (and thus subject to water-level fluctuations). During the later years of the study, aquatic plants disappeared and the area of marsh plants greatly declined in all lakes, even in those enjoying a degree of separation from the river and minimal water-level fluctuations. Increases in water turbidity and bottom softness, stemming from sedimentation, appear to be responsible. 8.—However, low levees and pumps have increasingly been used to dewater all or part of the lake basins. This procedure controls small summer fluctuations and exposes mud flats for the development of moist-soil plants between 15 July and 15 October. Moist soil plants—millets, smartweeds, nutgrasses, rice cutgrass, water hemp, and teal grass—produce an abundance of seed palatable to many species of ducks. Low summer water levels permit or expedite dewatering. Summer rises that overtop low levees usually destroy moist-soil plant beds. 9.—Sedimentation is rapidly filling in the bottomland lakes of the Illinois Valley, reducing their size, degrading water quality, and minimizing the diversity of bottom depths. The fine silts and clays deposited on the bottoms when river waters invade bottomland lakes are readily resuspended by wave action and the activity of rough fish. The consequent turbidity reduces the euphotic zone to such a shallow depth that aquatic plants can no longer survive. Marsh plants have difficulty maintaining footings as bottom soils become softer. 10.—.Sedimentation occurs at a higher rate in deep water than in shallow water. Thus, most lakes now possess a uniform bottom instead of the turn-of-the century variation in bottom depths. (Peoria Lake, through which the river channel passes, is an exception.) Lake basins are now platter shaped. Estimated life expectancies are 33 years for Lake Depue, 92 years for Lake Chautauqua, and 90 years for Meredosia Bay. 11.—The abundance of certain species of waterfowl in the Illinois Valley is related to the abundance of native food resources. Among the dabbling ducks, the size of fall populations of the pintail, green-winged teal, and wigeon correlated with the abundance of wetland plants. Mallards feed extensively on waste grain in harvested fields, but even so, when annual variations in the continental mallard population were taken into account, moist-soil plant abundance influenced the abundance of mallards. Diving duck populations were unrelated to wetland plant abundance. However, when a catastrophic loss of fingernail clams occurred, diving duck numbers crashed. Neither this food resource nor the population of diving ducks has recovered in the ensuing two decades. 12.—Fall river levels determine the depths in bottomland lakes and thus the availability of moist-soil plant foods. If the river is low and mud flats are exposed, moist-soil plant seeds will be unavailable to waterfowl. If, on the other hand, the river is high and mud flats are too deeply submerged, the result is the same. The higher the fall rise in water, the greater the reduction in numbers of green-winged teal, with the same influence to a lesser degree on pintails, wigeons, and mallards. 13.— As a result of the disappearance of aquatic plants and the prohibition of baiting, private duck clubs, the Illinois Department of Conservation, and the U.S. Fish and Wildlife Service have placed increasing emphasis on controlled dewatering of wetland habitats. Private duck clubs control 23,198 ha (57,320 acres) of land and water in the Illinois Valley and have 6,723 ha (16,612 acres) under varying degrees of low water level control. State and federal agencies control 15,644 ha (38,656 acres) and have 4,688 ha (11,585 acres) under similar water-level management.


Geofluids ◽  
2019 ◽  
Vol 2019 ◽  
pp. 1-16
Author(s):  
Joseph J. Donovan ◽  
Eric F. Perry

A 44-year record of water level fluctuations in a series of adjacent closed underground mines documents the history of closure and mine flooding in the Fairmont Coalfield, one of the oldest coal mining districts in the Pittsburgh coal basin, West Virginia, USA. As closures proceeded and mines began to flood, US environmental regulations were first enacted mandating mine water control and treatment, rendering uncontrolled surface discharges unacceptable. The purpose of this study is to present this flooding history and to identify critical events that determined how mine pools evolved in this case. Also examined is the strategy developed to control and treat water from these mines. Flooding is visualized using both water level hydrographs and mine flooding maps with the latter constructed assuming mine water hydraulic continuity between one or more mines. The earliest flooding formed small pools within near-surface mines closed prior to 1962 yet still pumped following closure to minimize leaking into adjacent still-active workings. These subpools gradually enlarged and merged as more closures occurred and the need for protective pumping was removed, forming what is today referred to as the unconfined Fairmont Pool. Later, deeper mines, separated by intact updip barriers from the Fairmont Pool, were closed and flooded more gradually, supplied in large part by leakage from the Fairmont Pool. By 1985, all mines except 2 had closed and by 1994 all had fully flooded, with the Fairmont Pool interconnected to deeper single mine pools via barrier leakage. As protective pumping ceased, the Fairmont Pool rose to a water level 3 m higher than surface drainage elevation and in 1997 discharged from an undermined section of Buffalo Creek near the Monongahela River. The principal mine operator in the basin then designed a pumping system to transfer water from the Fairmont Pool to their existing treatment facilities to the north, thus terminating the discharge. It may be concluded that the progress of mine flooding was influenced by mining history and design, by the timing of closures, by barrier leakage conditions, and by geologic structure. A key element in how flooding proceeded was the presence of a series of intact barriers separating deep from shallow mines. The shallow mines closed and flooded early, but then lost sufficient water by barrier leakage into the deeper mines to delay the completion of flooding until after the deep mines had all closed and flooded as well. Intensive mine water control has continued from the 1997 breakout to the present. The final water control scheme was likely unanticipated and serendipitous; future district-wide mining efforts should be advised to consider in advance closeout strategies to control mine water postmining.


1944 ◽  
Vol 9 (3) ◽  
pp. 265-270 ◽  
Author(s):  
H. G. Barnett

Semi-Subterranean houses with an entrance through the roof are a well known feature of the interior of British Columbia, having been described for the Thompson, the Chilcotin, the Shuswap and others of the upper Fraser River valley. They have, in fact, an even wider distribution east of the Coast and Cascade Ranges, extending south over the Plateau and into northern California. Although this type of dwelling existed among the Aleuts, it appears that the coastal people to the south of them, even in Alaska, were either unfamiliar with the pattern or rejected it in favor of others. Sporadically, along the Pacific Coast all the way from California to Bering Sea, house floors were excavated to varying depths, sometimes even to two levels; but, everywhere, the houses characteristically lack the roof entrance and, except for sweathouses in the south and Bering Sea Eskimo dwellings in the north, even the idea of an earth covering is absent. In view of this fundamental divergence, it is interesting that subterranean structures do appear in several places on the coast of British Columbia.


1980 ◽  
Vol 17 (6) ◽  
pp. 698-709 ◽  
Author(s):  
Richard L. Brown ◽  
John F. Psutka

The Downie slide is a late to postglacial rockslide situated on the western slope of the Columbia River valley about 70 km north of Revelstoke, British Columbia. It attains a maximum thickness of 270 m and is estimated to involve 1.5 × 109 m3 of rock and debris. The head of the slide is bounded by a nearly vertical escarpment reaching heights of more than 125 m; its lateral boundaries are defined by a prominent east–west trending scarp on the south and a more subdued linear northeast trending ridge on the north. The toe forms the west bank of the Columbia River in this area.The slide occurs within a compositionally anisotropic formation of high-grade pelitic and semipelitic schists and psammites. The main shear zone at the base of the slide is located in pelitic schists. Minerals in the rock of the shear zone have been mechanically crushed and locally reduced to a fine-grained gouge.Three distinct phases of deformation are recognized in the Downie slide region. The location and attitude of the second and third fold phases and their associated fabrics controlled the external geometry of the slide.Along the western slopes of this part of the Columbia River valley the second phase of deformation has been dominant. Within the formation that contains the slide, bedding is extensively deformed by tight to isoclinal second phase minor folds that exhibit a penetrative axial plane foliation. At Downie slide this foliation dips approximately 20° eastward towards the Columbia River, and nearly parallels the slope of the hillside; the basal shear zone of the slide developed parallel to the axial plane foliation.West of the slide, third phase major and minor folds have been superimposed on the second phase geometry, but they die out eastward, and are of only minor significance within the main body of the slide. The eastern limit of major superposition coincides with the head scarp of the slide. The slide mass broke away along the hinge zone of the first major monoclinal flexure fold associated with this front of phase 3 folding.Late fracturing probably influenced the position of the northern and southern lateral boundaries of the slide.


Geophysics ◽  
2006 ◽  
Vol 71 (3) ◽  
pp. G107-G114 ◽  
Author(s):  
Pontus Sjödahl ◽  
Torleif Dahlin ◽  
Bing Zhou

Repeated resistivity measurement is a potentially powerful method for monitoring development of internal erosion and anomalous seepage in earth embankment dams. This study is part of a project to improve current longterm monitoring routines and data interpretation and increasing the understanding when interpreting existing data. This is accomplished by modeling various occurrences typical of embankment structures using properties from two rockfill embankment dams with central till cores in the north of Sweden. The study evaluates the influence from 3D effects created by specific dam geometry and effects of water level fluctuations in the reservoir. Moreover, a comparison between different layout locations is carried out, and detectability of internal erosion scenarios is estimated through modeling of simulated damage situations. Software was especially developed to model apparent resistivity for geometries and material distributions for embankment dams. The model shows that the 3D effect from the embankment geometry is clearly significant when measuring along dam crests. For dams constructed with a conductive core of fine-grained soil and high-resistive rockfill, the effect becomes greatly enhanced. Also, water level fluctuations have a clear effect on apparent resistivities. Only small differences were found between the investigated arrays. A layout along the top of the crest is optimal for monitoring on existing dams, where intrusive investigations are normally avoided, because it is important to pass the current through the conductive core, which is often the main target of investigation. The investigation technique has proven beneficial for improving monitoring routines and increasing the understanding of results from the ongoing monitoring programs. Although the technique and software are developed for dam modeling, it could be used for estimation of 3D influence on any elongated structure with a 2D cross section.


2015 ◽  
Vol 25 (2) ◽  
pp. 417-434 ◽  
Author(s):  
Erin Gibson

This paper explores the biography of a wagon road located in the First Nations (indigenous) territory of the Stl'atl'imx of the lower Lillooet River Valley in southern British Columbia, Canada. While the road is best known as a route to the Fraser Canyon during the Fraser River Gold Rush of 1858, here I investigate its multiple lives. Adopting themes from symmetrical archaeology, I show that the wagon road was not a passive outcome of colonial action but instead shifted in form and meaning as it interacted with the human and non-human world. I draw on archival documents from the Royal Engineers and oral accounts from the Stl'atl'imx of the lower Lillooet River Valley to illustrate how people, places and things were woven into the landscape through bodily engagement with the road. This paper thus highlights the complexity of the colonial encounter and the importance of movement and the materiality of movement (roads) in understanding the diversity of interaction in tensioned landscapes.


2003 ◽  
Vol 40 (1) ◽  
pp. 99-113 ◽  
Author(s):  
Leanne J Pyle ◽  
Michael J Orchard ◽  
Christopher R Barnes ◽  
Michelle L Landry

A new Lower to Middle Devonian basinal unit of the Road River Group, herein formally named the Deserters Formation, contains argillaceous, crinoidal limestone and black shale deposited in a linear sub-basin of the Ospika Embayment, southern Kechika Trough. The abrupt lateral facies changes in the region, facies thickness, and occurrence of volcanics indicate a period of extensional tectonism. A total of 53 (4–5 kg each) samples from the Deserters Formation yielded 7766 conodont elements assigned to 14 genera representing 33 species. The formation ranges from the Lochkovian (eleanorae Zone, or lower part of the delta Zone of the Cordilleran Region) to Eifelian (australis Zone). The temporal constraints established by conodont biostratigraphy allow correlation to the Grizzly Bear Formation, a regionally restricted Lower to Middle Devonian unit in the Selwyn Basin to the north.


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