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<br /> 10 <br /> 9 <br /> 8 <br /> 7 <br /> 6 <br /> 5 <br /> 4 <br /> 3 <br /> 2,5 <br /> 2 <br />f- 1,5 <br />w <br />w <br />u. <br />~ 1 <br />~ 0,9 <br />a. 0,8 A A <br />w 0,7 <br />Cl <br /> 0,6 <br /> 0,5 . <br /> . <br /> 0.4 <br /> 0 <br /> 0,3 <br /> 0,25 <br /> 0,2 <br /> 0,15 0 <br /> 0,12 3 <br /> <br />l::A <br /> <br />~ <br /> <br />. - <br />- <br /> <br />(II) <br />- <br />0 <br /> 0 50 cubic feet per second <br /> . 150 cubic feet per second <br /> A 350 cubic feet per second <br />4 5 6 7 8 9 <br />VELOCITY, IN FEET PER SECOND <br /> <br />Figure 7. Relation of stream-tube depths to velocities at the critical cross section at the Maybell Canal <br />diversion structure. <br /> <br /> 10 <br /> 9 <br /> 8 <br /> 7 <br /> 6 <br /> 5 <br /> 4 <br /> 3 <br /> 2,5 <br /> 2 <br />f- 1,5 <br />w <br />w <br />u. <br />~ 1 <br />I 0,9 <br />f- 0,8 <br />a. <br />w 0,7 <br />Cl <br /> 0,6 <br /> 0,5 <br /> 0,4 <br /> 0,3 <br /> 0,25 <br /> 0,2 <br /> 0,15 <br /> 0,1 <br /> 0 <br /> <br />~A'lt <br />!.tS. <br />A - .. <br />A . . <br />.- <br />.. . <br /> <br />. <br /> <br />. <br /> <br />A <br /> <br />. <br /> <br />o <br /><lDO (II) <br />00 0 <br />o <br /> <br />00 <br /> <br />. <br /> <br />A <br /> <br />A <br /> <br />. <br /> <br />o <br /> <br />. <br /> <br />o <br /> <br />o 50 cubic feet per second <br />. 150 cubic feet per second <br />A 350 cubic feet per second <br /> <br />o <br /> <br />2 <br /> <br />3 4 <br />VELOCITY, IN FEET PER SECOND <br /> <br />5 <br /> <br />6 <br /> <br />7 <br /> <br />Figure 8. Relation of stream-tube depths to velocities at the critical upstream cross section in Cross <br />Mountain Canyon. <br /> <br />10 Computation of Selected Hydraulic Variables for the Lower Vampa River in Northwestern Colorado <br />