EXERCISES 9 - 10 m/s-m C-60m1/2/5 5 +0,0 9 - 10 m/s-m C-63m12/s S 0,025 hn 3 92 q2 C2S. The rectangular channel undergoe

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Exercises 9 10 M S M C 60m1 2 5 5 0 0 9 10 M S M C 63m12 S S 0 025 Hn 3 92 Q2 C2s The Rectangular Channel Undergoe 1 (43.91 KiB) Viewed 37 times

Exercises 9 10 M S M C 60m1 2 5 5 0 0 9 10 M S M C 63m12 S S 0 025 Hn 3 92 Q2 C2s The Rectangular Channel Undergoe 2 (36.2 KiB) Viewed 37 times

Sketch and label the water level profile in the following
conditions!

Exercises 9 10 M S M C 60m1 2 5 5 0 0 9 10 M S M C 63m12 S S 0 025 Hn 3 92 Q2 C2s The Rectangular Channel Undergoe 3 (14.18 KiB) Viewed 37 times

EXERCISES 9 - 10 m/s-m C-60m1/2/5 5 +0,0 9 - 10 m/s-m C-63m12/s S 0,025 hn 3 92 q2 C2S. The rectangular channel undergoes changes in the basic slope as in the side. Sketch and label the water level profile in these conditions! = 0 The energy height upstream of the canal as below is 20.0 m. The water depth slightly behind the door is 0.5 m. The energy loss at the door is negligible. Sketch and label the water level profile. 392 hcr = 20,0 m bo g -0.50 m C-55 m 12/s S = 1/150
EXERCISES A discharge of q = 20 m3/s-m flows from the upstream reservoir through the canal to the downstream reservoir. The control door is installed in the middle of the canal length, the water depth at the bottom of the door is 1.20 m. If the water loss in the door can be ignored. Sketch and label the water level profile. 3 9 - 20 m/s-m C = 60 m2/s hn = 3 q2 CPS. S = 0,02 1,20 m reservoir 1,50 m 3 392 her = cr = 09 S =0,000125 S = 0,05 q = 5 m/s-m C = 50 m2/s
C = 65 m/2/5 S = 1/750 EXERCISES 9 = 20 m3/s.m C = 50 m2/s S = 1/1750 C = 65 m /2/ S = 1/100 C = 65 m2/s S = 1/2500 q2 N 3 = 9 = 50 m/s-m C = 60 m2/s S = 1/50 hn CPS. C=65 m/2/s S = 1/150 392 S = 0,0001 -1,00 m 4 = 30 m/s-m C = 60 m /2/ S = 0,00025 hcr = bo reservoir S = 1/25 4 = 10 m/s-m C = 50 m /2/ S=00 1.2 m
EXERCISES The rectangular channel undergoes a basic slope change as shown in figure below. Sketch and label the water level profile in these conditions! S = 0.0 4 - 10 m/s-m C-63 mV2/ S = 0.025 hn . = 3 q? CPS. Sketch and label the water level profile in the following conditions! 3/92 her = o 60 S = 0.0001 9 = 12 m/s-m C = 50 m2/s S = 0.004 S = 0.0001
3 q? hn = S-1/4000 C2S. q-150 ft/s/ft C-120 ft2s S-1/50 S-1/150 3 her - 92 = g