This might be a silly question, but on my practice exam I cannot differentiate when I need to solve for critical depth vs normal depth, and I'm wasting time. Can anyone outline when to use one vs the other for me? For example these two questions:
(Critical Depth) The figure shows a well-maintained, straight roadside drainage ditch with short vegetation cover (n =0.030). The ditch is to carry a maximum flow of 3 cfs over a reach of 1 ,200 feet and a gradual
vertical drop of 1.2 feet. The triangular ditch is to be constructed with side slopes of 4:1 (H: V) in sandy loam soil. If the flow is 2 cfs, the depth (ft) is most nearly...
and
(Normal Depth) Assume a 12-in. concrete (n = 0.013) trunk sewer has a slope of 0.004. The minimum depth (in.) required to maintain a self-cleansing velocity of 2 fps is:
Thank you in advance. I'm hoping this is a silly questions and I'm overlooking something simple .
(Critical Depth) The figure shows a well-maintained, straight roadside drainage ditch with short vegetation cover (n =0.030). The ditch is to carry a maximum flow of 3 cfs over a reach of 1 ,200 feet and a gradual
vertical drop of 1.2 feet. The triangular ditch is to be constructed with side slopes of 4:1 (H: V) in sandy loam soil. If the flow is 2 cfs, the depth (ft) is most nearly...
and
(Normal Depth) Assume a 12-in. concrete (n = 0.013) trunk sewer has a slope of 0.004. The minimum depth (in.) required to maintain a self-cleansing velocity of 2 fps is:
Thank you in advance. I'm hoping this is a silly questions and I'm overlooking something simple .