plupart des petits cours d'eau des basses terres de la vallEe du Mackenzie <strong>transport</strong>ent actuellement une quantitE de <strong>sediments</strong> maximum ou presque maximum pour un debit donnd, et que tous les <strong>sediments</strong> supplementaires se deposeront au fond du lit pros de l'endroit <strong>of</strong> ils penEtreront dans le cours d'eau . On a remarque que les petits cours d'eau n'etaient pas capables de <strong>transport</strong>er immfidiatement les nouveaux <strong>sediments</strong> provenant de bouleversements naturels et technologiques dans leurs bass<strong>in</strong>s . Nous pensons que, si les activites technologiques sont effectuees avec so<strong>in</strong> dons cette region, elles n'affecteront pas EnormEment les regimes de <strong>transport</strong> de <strong>sediments</strong> des rivibres les plus importantes . Nous suggErons fermement la creation de petits bass<strong>in</strong>s de recherche expErimentale dens des regions reprlsentatives, E l'<strong>in</strong>tErieur et I 1'extErieur des routes' de developpement prEvues dans la vallEe du Mackenzie et le nord du Yukon . Ces bass<strong>in</strong>s de recherche expdrimentale devront Etre soigneusement entretenus af<strong>in</strong> que 1'on puisse mesurer les effets des activites technologiques sur les parties constituantes importantes'de 1'Ecosyst6me du bass<strong>in</strong>, experimenter de nombreuses hypo<strong>the</strong>ses relatives E 1'<strong>in</strong>teraction des bouleversements de terra<strong>in</strong> controlEs et des consequences sur le bass<strong>in</strong>, et fournir des Elements de contr6le stables af<strong>in</strong> de permettre des comparaisons ultErieures . Nous recoam <strong>and</strong>ons 1'exp ansion du reseau actuel de debit, des <strong>sediments</strong> en suspension et des stations mEtEorologiques, en y <strong>in</strong>corporant notamment un plus gr<strong>and</strong> nombre de petits bass<strong>in</strong>s dans diverses regions de la vallEe du Mackenzie et du nord du Yukon .
1 INTRODUCTION In regions <strong>of</strong> nor<strong>the</strong>rn Canada underla<strong>in</strong> by cont<strong>in</strong>uous or discont<strong>in</strong>uous permafrost (Brown, 1970), natural <strong>and</strong> man-<strong>in</strong>duced changes <strong>in</strong> <strong>the</strong> <strong>the</strong>rmal regime <strong>of</strong> high ice-content, f<strong>in</strong>e-gra<strong>in</strong>ed soils usually result <strong>in</strong> <strong>the</strong>rmal erosion (Mackay, 1970). <strong>The</strong> <strong>the</strong>rmal regime <strong>of</strong> <strong>the</strong>se nor<strong>the</strong>rn frozen soils has been <strong>in</strong>fluenced'by climatic amelioration (Lachenbruch et al ., 1962 ; Crampton, 1973), proximity to unfrozen water bodies (Lachenbruch et al ., 1962 ; Judge, 1973 ; Crampton, 1973 ; McRoberts <strong>and</strong> Morgenstern, 1973 ; Code, 1973 ; Mackay, -1963 ; Johnson <strong>and</strong> Brown," 1969), fire (Lotspeich et al ., 1970 ; Mackay, 1970 ; Heg<strong>in</strong>bottom, 1973 ; We<strong>in</strong> <strong>and</strong> Weber, 1974 ; Kurfurst, .1973 ; Bliss, 1973), changes <strong>in</strong>, or removal <strong>of</strong> vegetation (Bliss, 1973 ; Heg<strong>in</strong>bottom, 1973 ; Haag <strong>and</strong> Bliss, 1974), vehicular or animal traffic (Mackay, 1970 : Heg<strong>in</strong>bottom, 1973 ; Hern<strong>and</strong>ez, 1973 ; Rickard <strong>and</strong> Slaughter, 1973 ; Radforth, 1973 ; Strang, 1973 ; Kurfurst ; 1973 ; Beattie et-aZ .,"1973),<strong>and</strong> roads, seismic l<strong>in</strong>e clear<strong>in</strong>gs <strong>and</strong> pipel<strong>in</strong>e construction (Legget <strong>and</strong> MacFarlane, 1972 ; Lachenbruch, 1970 ; Kurfurst, 1973 ; Bliss, 1973 ; Mackay, 1970 ; Strang, 1973) . In <strong>the</strong> Mackenzie <strong>and</strong> Porcup<strong>in</strong>e River Valleys, <strong>the</strong> distribution <strong>of</strong> terra<strong>in</strong> that is likely to be disturbed by development (roads, pipel<strong>in</strong>e construction) has been described <strong>and</strong> mapped, based on vegetation, soil, permafrost, <strong>and</strong> surficial geological <strong>in</strong>formation (Crampton, 1973 ; Zoltai <strong>and</strong> Pettapiece, 1973 ; Zoltai <strong>and</strong> Tarnocai, 1974 ; Lavkulich, 1973 ; Rampton, 1974 ; Tarnocai, 1973 ; Forest Management Institute, 1974 ; Hughes, 1972 ; Rampton <strong>and</strong> Mackay, 1971 ; Rutter et al ., 1973) . If high ice-content, f<strong>in</strong>e-gra<strong>in</strong>ed frozen soils on slopes are unwisely disturbed by construction <strong>and</strong> development, <strong>the</strong> result<strong>in</strong>g slurry <strong>of</strong> water <strong>and</strong> sediment will move downslope to streams, rivers <strong>and</strong> lakes . <strong>The</strong>re exist only limited data on <strong>the</strong> necessary hydrological <strong>and</strong> meteorological parameters required to estimate <strong>the</strong> sediment <strong>transport</strong> capacity <strong>of</strong> most rivers <strong>and</strong> streams <strong>of</strong> <strong>the</strong> Mackenzie Valley <strong>and</strong> nor<strong>the</strong>rn Yukon (Davies, .1973 <strong>and</strong> 1974 ; Water Survey <strong>of</strong> Canada, 1970 ; Mackay, 1973 ; McDonald <strong>and</strong> Lewis, 1973 ; Hopk<strong>in</strong>s et aZ .,1955 ; Williams,'1970 ; Church, .1974 ; Newb%ry, 1974 ; Anderson, 1974 ; D<strong>in</strong>gman, 1973a <strong>and</strong> 1973b' ; Burns, 1973 <strong>and</strong> 1974) . Very limited data are available for estimates <strong>of</strong> <strong>the</strong> natural variation <strong>of</strong> suspended <strong>sediments</strong>, bed load, <strong>and</strong> discharge <strong>in</strong> rivers <strong>of</strong> this region (Davies, 1974 ; McDonald <strong>and</strong> Lewis, 1973 ; Brunskill al ., 1973) . Hynes (1973) <strong>in</strong>dicated . that sediment added-to temperate <strong>and</strong> tropical streams (<strong>in</strong> excess <strong>of</strong> <strong>the</strong> maximum suspended sediment load <strong>of</strong> <strong>the</strong> stream) will be deposited on <strong>the</strong> stream,bottom, <strong>and</strong> will deleteriously affect <strong>the</strong> habitat <strong>of</strong> fish <strong>and</strong> o<strong>the</strong>r aquatic organisms ., In surveys <strong>of</strong> Mackenzie Valley <strong>and</strong> nor<strong>the</strong>rn Yukon fish resources, Hatfield (1972), Ste<strong>in</strong> et al . (1973), Jessop et al . (1974), Dryden et al . (1973) ;,, Bryan et al . (1973), <strong>and</strong> Bryan (1973) have expressed great concern that "siltation" might be deleterious to nor<strong>the</strong>rn fishes, although no observational or, .experimental demonstration <strong>of</strong> <strong>the</strong> effect <strong>of</strong> <strong>in</strong>creased sedimentation on nor<strong>the</strong>rn fish was given . Rosenberg <strong>and</strong> Snow (197`. nd Brunskill et aZ_.(1973) showed, by experiment <strong>and</strong> observations, * <strong>The</strong> second <strong>in</strong> a series <strong>of</strong> 13 technical reports on ecological studies <strong>of</strong> aquatic systems n <strong>the</strong> )Iackenzi~e <strong>and</strong> Porcup<strong>in</strong>e dra<strong>in</strong>ages <strong>in</strong> relation to proposed pipel<strong>in</strong>e <strong>and</strong> highway development .
- Page 1 and 2: Department of the Environment Minis
- Page 3 and 4: iii TABLE OF-CONTENTS Page List of
- Page 5 and 6: V TABLE 8 . Page Mean annual rates
- Page 7 and 8: vii LIST OF FIGURES Page Figure 1 .
- Page 9 and 10: ix ABSTRACT Brunskill, G . J ., P .
- Page 11: xi RESUMt Brunskill, G . J ., P . C
- Page 15 and 16: 3 Stream and river bottom sediments
- Page 17 and 18: Annual rates of transport were obta
- Page 19 and 20: 7 The total mass of sediments remov
- Page 21 and 22: 9 Only two clay minerals were found
- Page 23 and 24: 11 increased sediment concentration
- Page 25 and 26: 13 changes in albedo, and the gener
- Page 27 and 28: 15 Increases in the concentrations
- Page 29 and 30: 17 which is positively related to w
- Page 31 and 32: 19 and velocity (Fig . 1) . For the
- Page 33 and 34: 21 It will be necessary to quantify
- Page 35 and 36: 23 CONCLUSIONS 1 . For selected riv
- Page 37 and 38: 25 REFERENCES Abrahams, A . D . and
- Page 39 and 40: 27 Corbel, J . 1964 . L erosion ter
- Page 41 and 42: 29 Hughes, 0 . L ., J . J . Veillet
- Page 43 and 44: 33 McRoberts, E . C . and N . R . M
- Page 45 and 46: 33 Tarnocai, C . 1973 . Soils of th
- Page 47 and 48: , 35 e TABLE 2a . Slopes ') and int
- Page 49 and 50: 37 i TABLE 2c . Slopes (b) and inte
- Page 51 and 52: i 39 b TABLE 3 . Average annual mas
- Page 53 and 54: 41 v b TABLE 5 . Cation exchange ca
- Page 55 and 56: N c . P TABLE 7a . Ranges of concen
- Page 57 and 58: I a m r TABLE 8 . Mean annual rates
- Page 59 and 60: 01 TABLE 10. Mean annual rates of t
- Page 61 and 62: 49 TABLE 12 . Significance of regre
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TABLE 14 . Mean concentrations of s
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9 Q TABLE 16 . A comparison of annu
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TABLE 17 . cont'd River Year Date S
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S TAME 17 . cont'd River Year Date
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TABLE 17 . cont'd River Year Date Q
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It • TABLE 17 . cont'd River Year
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TABLE 17 . cant 'd River Year Date
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2 =0.67 100,000- N E Y a 10,000- Y
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c 11 I C- 10 - E n I, 0 10- E e 0.1
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II (m 3 vnnr - ' v In'6 1 r r, m A