Fluid Mechanics Hw Please label all answers Determine the discharge through the following sections for a normal depth of 4.1 ft; n=0.013, and blttom slope S=0.20%.Solution:a. A rectangular section 16.4 ft wide.1). Section area A =2). Wetted perimeter Pw =3). Hydraulic radius Rh =4). Discharge/flow rate Q =2). Section area A =3). Hydraulic radius Rh =b. A circular section 16.4 ft in diameter.1). Inner angle 0 =2). Section area A =ft²:3). Hydraulic radius Rh =I4) Discharge/flow rate Q=4). Discharge/flow rate Q =c. A right angled triangular section.1). Side slope m =rad =ft²;ft;ft;ft;ft²;ft;cfs;0.cfs;cfs: 4). Discharge/flow rate Q =c. A right angled triangular section.1). Side slope m =2). Section area A =3). Hydraulic radius Rh =4). Discharge/flow rate Q =2). Wetted perimeter Pw =3). Hydraulic radius Rh =ft²;4). Discharge/flow rate Q =Ift;d. A trapezoidal section with a bottom width of 16.4 ft and side slope of V:H=1:2.1). Section area A =ft²;cfs;ft;cfs;ft;cfs;

Name: Fluid Mechanics Hw Please label all answers Determine the discharge th
Uploaded: 2024-03-20T06:56:55.000Z
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Description: Fluid Mechanics Hw Please label all answers Determine the discharge through the following sections for a normal depth of 4.1 ft; n=0.013, and blttom slope S=0.20%.Solution:a. A rectangular section 16.4 ft wide.1). Section area A =2). Wetted perimeter