A head regulator is constructed on a distributary channel to…

A head regulator is constructed on a distributary channel to surplus a discharge =20 m3/sec through an approach channel has = 24.56 m2 area , the length of the approach channel =140m . The water level at the distributary channel is lower than the water level at the end of the approach channel about 0.09 in and the bed level =97m . The branch channel has a bed width =71n with discharge =38.78 in3 /sec , So for the branch channel = 9.2 cm/km while So for the approach channel is selected to be = 0.00017*Q-0.2 . Themain channel is concrete lined . The bed level at the branch channel =102rn. Find the water way only . Find the partial opening of the gate for free flow condition . The flood depth at the branch channel is more than normal level about =0.7m .

Place this order or similar order and get an amazing discount. USE Discount code “GET20” for 20% discount