Please answer Fluid Mechanics Hw problem #8 Determine the discharge through the following sections for a normal depth of 4.4 ft; n=0.013, and blttom slope S =0.20%.Solution:a. A rectangular section 17.6 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 17.6 ft in diameter.1). Inner angle 0 =4). Discharge/flow rate Q =ft²;2). Section area A =rad =ft²;c. A right angled triangular section.1). Side slope m =ft;ft²;ft;ft;cfs;0.cfs; b. A circular section 17.6 ft in diameter.1). Inner angle 0 =2). Section area A =3). Hydraulic radius Rh =4). Discharge/flow rate Q =2). Section area A =c. A right angled triangular section.1). Side slope m =3). Hydraulic radius Rh =2). Wetted perimeter Pw =rad =3), Hydraulic radius Rh =ft²:4). Discharge/flow rate Q =ft²;ft;ft;4). Discharge/flow rate Q =d. A trapezoidal section with a bottom width of 17.6 ft and side slope of V:H=1:2.1). Section area A =ft²;cfs;ft;cfs;ft;cfs;

Name: Please answer Fluid Mechanics Hw problem #8 Determine the discharge th
Uploaded: 2024-03-20T06:56:55.000Z
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Description: Please answer Fluid Mechanics Hw problem #8 Determine the discharge through the following sections for a normal depth of 4.4 ft; n=0.013, and blttom slope S =0.20%.Solution:a. A rectangular section 17.6 ft wide.1). Section area A =2). Wetted perimete