neglect the first photo

ignour the first and second photo

Example weder Vertical sluice gale fecely 56siske a rectangular channel to a wide. The gate with is the same width as the channel, is set at a height of 14m above the bed and the depth at the Hom vena castracha is The_CATE Centering flow at a sluice is quite so take the head loss bas sve The normal depth in the downstream chound here Calculate the depth us of the gate take He catty coolicies confirm that the gate is able to discharge freely, Doro hydraulic jump occur downstream at the gate if so where ? use the Calculate the force on coefficient B = 1) :7-e gate wich is a Example t-'An under vertical sluice gate free 66 m/s into a rectangular channel 7.5m wide. The the same width width as the channel, is set at a height of 1.4mo above the bed and the depth at the contracta 150.85m - The energy loss in the converging flow at a sluice gate quite smal, so take the Thead loss as 29 vena 1 6+05 v the normal depth in the D.S channel h = 2.65m @ calculate the Depth us of the gate take the energy coefficient & as 1.05. 6 Confirm that the gate is able to dist freely Door a Hej occur DoS at the gater So, where? n=0.013 equation use the momentum to calculate the force on the gate Cassume the homenitum coefficient B = 1:03.) An uneler versicant slunce gate freely 56 rits into a rectangular channel 7,om wide. The gate whic is the same width as the channe is set at a height of 1.4 m above the bed and the elepth at the vener contracts is 0,85m. The energy loss in the converging flow at asluis is quite small, so take the oson, the b as 0,05 The normal depth in the downstream - 2.6 m heed Loss 2 29 -z gate is able to calculate the depth Us of the gate take the energy coefficient. & eis 1,05. (6. Confirm that the discherge freely, Does a hyelrabic Jump ocear elownstream at the gate if so, where? @ use the momentum equation to evaluate. the force the gate (assume the momentin coefficien B-1) 12 on h . Example weder Vertical sluice gale fecely 56siske a rectangular channel to a wide. The gate with is the same width as the channel, is set at a height of 14m above the bed and the depth at the Hom vena castracha is The_CATE Centering flow at a sluice is quite so take the head loss bas sve The normal depth in the downstream chound here Calculate the depth us of the gate take He catty coolicies confirm that the gate is able to discharge freely, Doro hydraulic jump occur downstream at the gate if so where ? use the Calculate the force on coefficient B = 1) :7-e gate wich is a Example t-'An under vertical sluice gate free 66 m/s into a rectangular channel 7.5m wide. The the same width width as the channel, is set at a height of 1.4mo above the bed and the depth at the contracta 150.85m - The energy loss in the converging flow at a sluice gate quite smal, so take the Thead loss as 29 vena 1 6+05 v the normal depth in the D.S channel h = 2.65m @ calculate the Depth us of the gate take the energy coefficient & as 1.05. 6 Confirm that the gate is able to dist freely Door a Hej occur DoS at the gater So, where? n=0.013 equation use the momentum to calculate the force on the gate Cassume the homenitum coefficient B = 1:03.) An uneler versicant slunce gate freely 56 rits into a rectangular channel 7,om wide. The gate whic is the same width as the channe is set at a height of 1.4 m above the bed and the elepth at the vener contracts is 0,85m. The energy loss in the converging flow at asluis is quite small, so take the oson, the b as 0,05 The normal depth in the downstream - 2.6 m heed Loss 2 29 -z gate is able to calculate the depth Us of the gate take the energy coefficient. & eis 1,05. (6. Confirm that the discherge freely, Does a hyelrabic Jump ocear elownstream at the gate if so, where? @ use the momentum equation to evaluate. the force the gate (assume the momentin coefficien B-1) 12 on h