Setbacks from the crests of slopes along the North Saskatchewan River, Alberta

1989 ◽  
Vol 26 (1) ◽  
pp. 64-70 ◽  
Author(s):  
D. M. Cruden ◽  
K. H. Tedder ◽  
S. Thomson

Setbacks from the crests of slopes along the North Saskatchewan River valley between Edmonton and Fort Saskatchewan can be estimated from the ultimate angle of the slope and the rate of lateral river erosion. The ultimate slope angle depends on the slope stratigraphy and the position of the water table in the slope. Three slopes, in overburden, with a bedrock base and dominantly in bedrock, typically having groundwater tables at respectively the toe of the slope, halfway up the slope, and at the lower quarter of the slope height, are studied. Theoretical estimates of the ultimate slope angle in each type, from infinite slope analysis and from charts, agree with observations of the inclinations of abandoned slopes along the river valley. The procedure recommended presents a rational estimation of setback distances without extensive site investigations. Key words: setback, slope, ultimate angle, abandoned slopes, river erosion.

1993 ◽  
Vol 30 (5) ◽  
pp. 863-875 ◽  
Author(s):  
J.S. de Lugt ◽  
S. Thomson ◽  
D.M. Cruden

A method of estimating safe setbacks from the crests of river valley slopes in Alberta was evaluated for 39 slopes, of which eight are presented to illustrate the method and assess its reliability. The slope at each site is compared with angles of nearby stable, abandoned slopes with similar geology. An abandoned slope is a slope not being eroded by a river at present. The terrain behind the valley crest is often level. However, if the terrain rises or falls away from the crest, the setback should be corrected by a simply determined factor. Setbacks include an allowance for lateral river erosion, though this component is difficult to determine precisely. Ideally, site-specific rates of erosion should be determined and then applied to the model. In the eight cases discussed, no damage would have occurred had the structures been built behind the setback guideline. The suggested method for determining setbacks appears to be a prudent guideline for development along valley crests. The crests of slopes that have reached their ultimate angle are available for development with a small setback. For any slope that has not attained its ultimate angle, the setback represents land that is not available for development without detailed geotechnical analyses and remedial work. Key words : setback, slope, landslide, abandoned slope, angle of ultimate stability.


1986 ◽  
Vol 23 (11) ◽  
pp. 1700-1708 ◽  
Author(s):  
Denis A. St-Onge ◽  
Jean Lajoie

The late Quaternary olistostrome exposed in the lower Coppermine River valley fills a paleovalley that ranges in apparent width from 150 to 400 m and was cut into Precambrian bedrock before the last glaciation. The olistostrome is here named the Sleigh Creek Formation. The coarse fraction of the formation is matrix supported; beds are massive or reversely graded and have sharp, nonerosive contacts. These characteristics suggest deposition of the coarse fraction by debris flows. The olistostrome sequence is bracketed by, and wedged into, a marine rhythmite sequence, which indicates that deposition occurred in a marine environment.About 10 500 years BP glacier ice in the Coronation Gulf lowland dammed the valley to the south, which was occupied by glacial Lake Coppermine. Sediments accumulated in this lake in a 30 m thick, coarsening upward sequence ranging from glaciolacustrine rhythmites of silt and fine sand at the base to coarse sand alluvium, and deltaic gravels at the top. As the Coronation Gulf lowlands became ice free, the Coppermine River reoccupied its former drainage course to the north. The steep south to north gradient and rapid downcutting by the river through the glacial lake sediments produced unstable slope conditions. The resulting debris flows filled a bedrock valley network below the postglacial sea level, forming the diamicton sequence.The interpretation of the Sleigh Creek Formation raises questions concerning silimar diamicton deposits usually defined as "flowtills." More generally, the results of this study indicate that care must be used when attempting paleogeographic reconstructions of "glaciogenic" deposits in marine sequences in any part of the geologic record.


2019 ◽  
Vol 67 (4) ◽  
pp. 165
Author(s):  
Jacek Chachaj

The article is a response to the publication of M. Dudkiewicz, W. Durlak and M. Dąbski concerning a non-existent object called a manor or palace that existed in the modern era in the north-western part of Lublin on the edge of a plateau extending northwards from the Czechówka river valley. Since the previous article contains substantive factual errors, this text also attempts to show the ownership changes of the area where the manor existed, and specify its more precise location. The postulate for further research remains primarily the architectural analysis of the building, which in the second half of the 18th century was in an advanced state of decay.


Virittäjä ◽  
2020 ◽  
Vol 124 (3) ◽  
Author(s):  
Harri Mantila ◽  
Matti Leiviskä

Artikkelissa tarkastellaan keskipohjalaisten ja pohjoispohjalaisten eli Oulun seudun murteiden rajaa. Kettusen murrekartastosta on poimittu kahdeksan piirrettä, jotka erottavat näitä murteita toisistaan. Näitä piirteitä ovat esimerkiksi t:n heikon asteen vastineet ja yksikön 3. persoonan päätteet. Nämä samat piirteet ovat myös itä- ja länsimurteita erottavia piirteitä siten, että keskipohjalaiset variantit ovat läntisiä ja pohjoispohjalaiset itäisiä. Analyysi pohjautuu pääosin Muoto-opin arkiston kokoelmiin. Murreanalyysin tulos on, että kaikki tähänastiset rajanvedot keski- ja pohjoispohjalaisten murteiden välillä ovat olleet liian pohjoisia. Murreraja on toki häilyvä, mutta pohjoispohjalaiset (ja itäiset) variantit ovat vallalla jo heti Pyhäjoella tai sen pohjoispuolella. Artikkelissa palataan myös siihen Kettusen esittämään argumenttiin, että puheena olevien murteiden raja on Pattijoessa, koska se on ollut Pähkinäsaaren rauhan (1323) rajalinja. Tässä Kettunen nojaa historiantutkija Jalmari Jaakkolan näkemykseen. Muissa tutkimuksissa rajaksi on tulkittu Pyhäjoki tai Petäjäisoja. Murreanalyysi tukee vahvasti Pyhäjoen tulkintaa rajajoeksi, varsinkinkin kun historiantutkimuksessa Pyhäjoen voidaan todeta olleen itä- ja länsisuomalaisen asutuksen välinen intressiraja. Viimeaikaisen tutkimuksen mukaan samoille alueille sijoittuu myös geneettinen raja.   River Pyhäjoki – an old dialect boundary and a state border? This article discusses the boundary between the Central and Northern Ostrobothnian (Oulu region) dialects. The focus is on eight dialectal features (taken from Kettunen’s classic dialect map) that separate these dialects. These features include the weak-grade equivalents of t and the endings of 3rd-person singular verb forms. These features are also deemed to separate the eastern and western dialects of Finnish so that the Central Ostrobothnian variants represent the western dialect type and the Northern Ostrobothnian variants represent the eastern type. The present findings are based primarily on the materials of the Finnish Morphological Archive. The results suggest that all former borderlines between the Central and Northern Ostrobothnian dialects were drawn too far to the north. Naturally, the dialect boundary is rather fluid, but most of the Northern Ostrobothnian (and eastern) variants are already represented in the river valley around Pyhäjoki or in the parishes immediately to the north. In addition, the article re-examines Kettunen’s definition of this dialect boundary. Kettunen claims that the boundary runs along the Pattijoki valley, and in his estimation this reflects the borderline of the Pähkinäsaari Treaty (1323), the first treaty between the Swedish Kingdom and Novgorod. Here he cites the views of historian Jalmari Jaakkola. Some historians have subsequently suggested that the borderline ran along either the Pyhäjoki or Petäjäisoja rivers. Dialectological analysis strongly supports the interpretation of Pyhäjoki’s being the border, especially because historians have already proved that Pyhäjoki was once the northernmost border of the western Finnish settlement. According to recent research, it seems that Pyhäjoki represents a genetic border too.


2018 ◽  
Vol 2 (1) ◽  
pp. 23-28
Author(s):  
Evi Maya Sari ◽  
Mala Nurilmala ◽  
Asadatun Abdullah

Sea horse Hippocampus spp. is a group of unique marine biota and its distribution is spread all over the world. This study aims to determine the characteristics of seahorse Hippocampus comes from North Bintan waters by looking at the yield and degree of hydrolysis (DH) of the protein hydrolyzate sample. This samples obtained from the catch of fishermen in the North Waters of Bintan Island. The analysis is the measurement of the yield and the degree of hydrolysis. The results obtained from the study that the horse of sea H. comes from the North waters of Bintan shows that the highest yield in the sea horse body is bone that is equal to 43.69%. This proves that the seahorse is one of the ingredients that can be utilized as a further processed dry feed such as in the manufacture of flour and dried products (such as ginseng). As for the degree of hydrolysis generated from the substrate of H. comes a sea horse protein derived from meat and bone have a high value compared to the substrate of sea horse bone meal. Key words: sea horse, yield, degree of hydrolysis, North Waters of Bintan Island


2003 ◽  
Vol 28 ◽  
Author(s):  
Barendra Purkait

The Ganga-Brahmaputra river system together forms one of the largest deltas in the world comprising some 59570 sq km. The waterpower resources of the Brahmaputra have been presumed to be the fourth biggest in the world being 19.83 x 103 m3s1. The entire lower portion of the Brahmaputra consists of a vast network of distributary channels, which are dry in the cold season but are inundated during monsoon. The catchment area of the entire river is about 580,000 sq km, out of which 195,000 sq km lies in India. The maximum discharge as measured at Pandu in 1962 was of the order of 72800 m3 s-1 while the minimum was 1750 m3 s-1 in 1968. The drainage pattern in the valley is of antecedent type while the yazoo drainage pattern is most significant over the composite flood plain to the south of the Brahmaputra. The Brahmaputra valley is covered by Recent alluvium throughout its stretch except a few isolated sedimentary hills in the upper Assam, inselbergs/bornhardt of gneissic hills in the Darrang, Kamrup and Goalpara districts and a few inlying patches of Older Alluvium in the Darrang and Goalpara districts. The basin is very unstable. The present configuration of the basin is the result of uplift and subsidence of the Precambrian crystalline landmasses. Four geotectonic provinces can be delineated in the N-E India through which the Brahmaputra flows. These are bounded by major tectonic lineaments such as the basement E-W trending Dauki fault, a NE-SW trending structural feature of imbricate thrusts known as 'belt of Schuppen' and the NW-SE trending Mishmi thrust. Hydrogeologically, the Brahmaputra basin can be divided into two distinct categories, viz(a) dissected alluvial plain and (b) the inselberg zone. The first category is rep resented in the flood plain extending from the south of Sub-Himalayan piedmont fan zone in the north to right upto the main rock promontory of Garo Hills and Shillong Plateau. The inselberg zone is characterized by fractured, jointed and weathered ancient crystalline rocks with interhill narrow valley plains, consisting of thin to occasionally thick piles of assorted sediments. From the subsurface lithological data, two broad groups of aquifers are identified. These are i) shallow water table and ii) deeper water table or confined ones, separated by a system of aquicludes. The shallow aquifer materials, in general, consist of white to greyish white, fine grained micaceous sand and the thickness ranges from 1.2 to 10.3 m. The sand and clay ratio varies from 1: 2.5 to 1:26. The bedrock occurs at depth ranges of 30.4 to 39.5 m. The materials of the deeper aquifers comprise grey to greyish white, fine to medium grained sand. The sand and clay ratio varies from 1:2 to 1:7. The effective size of the aquifer materials varies from 0.125 to 0.062 mm with uniformity co-efficient around 4.00, porosity 38 to 42%, co-efficient of permeability 304 to 390 galls per day/0.3m2. The ground water is mildly alkaline with pH value 6.5 to 8.5, chloride 10 to 40 ppm, bi-carbonate 50 to 350 ppm, iron content ranges from a fraction of a ppm to 50 ppm. Total dissolved solids are low, hardness as CaCo3 50 to 300 ppm, specific conductance at 25 °C 150 to 650 mhos/cm. The yield from shallow aquifers is 1440 litres to 33750 litres/hour and for deeper aquifers ~ 1700 litres/hour at a drawdown of 13.41 m, specific capacity 21 litres/minute. The temperatures of ground water are 23°-25° C during winter, 24°-26° C during pre-monsoon and 27°- 28° C during peak monsoon. The general hydraulic gradient in the north bank is 1:800 whereas in the south bank it is 1: 300-400 The Tertiary sediments yield a range of water from 200 to 300 l.p.m whereas the yield from the Older Alluvium is 500 to 700 1.p.m. The estimated transmissibility and co-efficient of storage is of the order of ~ 800 1.p.m/ m and 8.2 x 10-3 respectively. Depths to water levels range from 5.3 to 10m below land surface (b.l.s). In the Younger or Newer Alluvium, ground water occurs both under water table and confined conditions. Depths to water levels vary from ground level to 10 m b.l.s. Depth to water ranges from 6 m b.l.s. to 2 m above land surface. The yield of the deep tubewells ranges from 2 to 4 kl/minute for a drawdown of 3 m to 6 m. The transmissibility of the aquifers varies from 69 to 1600 l.p.m/m and the storage co-fficient is of the order of 3.52 x 10-2.


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