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<br />Table 3. Data sets from application of the riverine HSI model for white suckers <br />at St. Vrain Creek and Big Thompson River, Colorado (Propst 1982a). <br /> <br />Variable <br /> <br />Turbidity (JTU) <br />pH <br /> <br />~issolved oxygen <br />(mg/l) <br /> <br />Temperature (adult/b <br />juvenile) (0 C) V. <br /> <br />Temperature (fry)b <br />(0 C) V 5 <br /> <br />Temperature c <br />(spawning/embryo) <br />(0 C) V6 <br /> <br />Riffle velocity <br />(spawning/embryo) <br />(cm/sec) V7 <br /> <br />Riffle depth (cm)e VB <br /> <br />N <br />o <br /> <br />Spawntng substrate <br />% cover <br /> <br />% pools <br /> <br />Component SI <br /> <br />CWQ = <br /> <br />C = <br />R <br />C = <br />C <br />HSI = <br /> <br />Hygiene <br />Data S I <br /> <br />VI <br />V2 <br /> <br />a 1.00 <br /> <br />7.8 1.00 <br /> <br />Longmont <br />Data SI <br /> <br />a 1. DO <br />8.5 0.90 <br /> <br />8.4 1. 0 <br /> <br />12.0 0.70 <br /> <br />12.0 0.35 <br /> <br />10.0 0.65 <br /> <br />0.9 <br /> <br />d <br /> <br />St. Vrain Creek <br /> <br />RR <br /> <br />Data <br /> <br />a 1.00 <br /> <br />8.3 0.95 <br /> <br />8.4 1.00 <br /> <br />13.5 0.80 <br /> <br />13.5 0.45 <br /> <br />10.0 0.65 <br /> <br />1.00 <br /> <br />d <br /> <br />SI <br /> <br />Gowanda <br />Data 51 <br /> <br />Mtn. View <br />Data 51 <br /> <br />4.1 1.00 <br />8.0 1.00 <br /> <br />10.6 1.00 <br /> <br />14.0 0.80 <br /> <br />14.0 0.48 <br /> <br />10.0 0.65 <br /> <br />0.85 <br /> <br />d <br /> <br />Sewage <br />Data 51 <br /> <br />7.11.00 <br />7.8 1.00 <br /> <br />7.4 1.00 <br /> <br />13.0 0.75 <br /> <br />13.0 0.45 <br /> <br />10.0 0.65 <br /> <br />1.00 <br /> <br />d <br /> <br />Big Thompson River <br /> <br />Pond Johnstown <br /> <br />Data 51 Data 51 <br /> <br />7.7 1.00 <br />8.5 0.90 <br /> <br />8.0 1.00 <br /> <br />16.0 0.90 <br /> <br />16.0 0.60 <br /> <br />10.0 0.65 <br /> <br />1.00 <br /> <br />d <br /> <br />16.0 1.00 <br />8.5 0.90 <br /> <br />10.0 1.00 <br /> <br />19.0 1.00 <br /> <br />19.0 0.80 <br /> <br />10.0 0.65 <br /> <br />1.00 <br /> <br />d 0.85 <br /> <br />V3 <br /> <br />9.2 1.00 <br /> <br />0.80 <br /> <br />c <br /> <br />0.80 <br /> <br />c <br /> <br />a 1.00 <br />8.8 0.83 <br /> <br />8.8 1.00 <br /> <br />20.0 1.00 <br /> <br />20.0 0.85 <br /> <br />10.0 0.65 <br /> <br />1.00 <br /> <br />c! <br /> <br />c/d 0.90 <br />0.3 0.15 <br />8.9 0.21 <br /> <br />0.80 <br /> <br />0.48 <br /> <br />0.18 <br /> <br />0.41 <br /> <br />c <br /> <br />16.8 0.45 <br />0.0 0.00 <br /> <br />0.75 <br />0.45 <br />0.23 <br />0.43 <br /> <br />0.80 <br /> <br />c/d 0.90 <br />6.0 0.20 <br />26.5 0.70 <br /> <br />c 0.80 <br /> <br />2.0 0.10 <br />5.0 0.10 <br /> <br />0.90 <br />0.65 <br />0.10 <br />0.39 <br /> <br />aNo measurements were taken at these four sites on the St. Vrain Creek, but it is assumed that turbidity would be very close or the same as <br />the turbidity in the Big Thompson River, which has 51's of 1.0. <br /> <br />bTested as the same. <br /> <br />cApril to June temperature measurements were only recorded at the St. Vrain River, Hygiene site, so it is assumed that the other sites also <br />had early spring temperatures of 100 C. <br /> <br />dNo direct measurements were taken for riffle velocity, but gradient (m/km) was taken at all sites. The gradients ranged from 1.5 to 9.1 m/km, <br />with SI ratings of 1.0 to 0.95, respectively. From this information, it was assumed that the riffle velocities ranged from low to moderate, and <br />were given SI ratings of 0.85 to 1.0. <br /> <br />eNo riffle depth measurements were taken, thus the riffle depth variable was not included in this model. <br /> <br />A <br /> <br />21.51.00 <br /> <br />21.5 0.93 <br /> <br />10.0 0.65 <br /> <br />d <br /> <br />Vg <br />VIO <br /> <br />c <br /> <br />37.6 0.95 <br />10.8 0.26 <br /> <br />VI2 <br /> <br />1.00 <br /> <br />0.65 <br /> <br />0.61 <br />0.74 <br /> <br />80.0 0.9 <br />10.0 0.25 <br /> <br />0.70 <br /> <br />0.35 <br /> <br />0.58 <br />0.35 <br /> <br />15.0 0.43 <br />25.0 0.63 <br /> <br />0.80 <br /> <br />0.45 <br /> <br />0.53 <br />0.58 <br /> <br />0.80 <br /> <br />a/b 0.30 <br />0.0 0.1 <br />6.6 0.15 <br /> <br />0.83 <br /> <br />0.30 <br /> <br />0.13 <br />0.30 <br /> <br />.~ <br /> <br />0.90 <br />0.60 <br />0.45 <br />0.63 <br /> <br />. <br />