calculate the appropriate dimensions for the outlet channel extending around the per meter of the sedimentation basin with radius of 15m ,noting that the flow is 11000m3-day and we assume that half of the design flow of the basin exits from both sides of the design basin.

Q: The 10-minute triangular unit hydrograph for a watershed has a peak discharge of 100 ft’/s at 40…

A: 10-minute triangular unit hydrograph peak discharge(Q)=100 ft3/s (occur at 40 minutes) Total…

Q: Flow through velocity in a horizontal flow type sedimentation tank is 0.32 m/s. If surface overflow…

A:

Q: A stormwater outfall discharges runoff into a pristine river with negligible dissolved solids such…

A: Given : The concentration of suspended solids, X = 100 mg/L Settling velocity, Vs = 2 m/day Flow…

Q: two sedimentation tanks operate in parallel. The combined flow to the two tanks is .1 m^3/s. the…

A: Total flow in parallel tank is equal to sum of flow in each tankFlow (Q) = Volume/detention…

Q: Compute the specific energy (E) for a channel with a flow depth of 1.3 m, an average velocity of 0.8…

A: Given:Flow depth, y = 1.3 mAverage velocity, v = 0.8 m/sBed slope, S = 0.014 m/mRequired:Specific…

Q: of 15 m/s, estimate the direct runoff hydrograph (DRH) and the discharge of the 6 -h unit hydrograph…

A: Peak flow Average depth Infiltration loss =0.25 cm/h,Base flow It is required to find the peak…

Q: Determine the peak flow of return period 5 years at the outlet D. The IDF equation for the area is:…

A:

Q: A 30 ft wide UV treatment tank has a serpentine weir to regulate flow depth. The forks of the weir…

A: Given:- The width of the UV treatment tank = 30 ft The forks of the weir = 1.5 ft wide The length of…

Q: 2) Determine time of concentration, tc, for use in the Rational Method for a drainage basin having a…

A: Average Grass Overland flow length, L = 80’ Slope, S = 2.5% Shallow Conc. L = 450’ S = 4.8%…

Q: 2. A flocculation basin is to be designed for a water treatment plant, and the design flow is 49,200…

A:

Q: roblem I: Figure 1 shows the flow hydrograph from a storm at the watershed outlet. Label the: (1)…

A:

Q: A tannery with a wastewater flow of 0.011 m½ and a BOD; of 590 mg/L discharges into a creek. The…

A:

Q: The observed rainfall and discharge of a catchment is given the table. The catchment area is…

A:

Q: Please answer if sure it is correct. WILL thumbs up if correct.

A: Please refer below pages.If you have any doubts please feel free to ask.Explanation:Step 1:Step 2:…

Q: The following data was collected during a 5-hour storm. If the base flow for the stream is 35 m?/s,…

A: Given: Base flow = 35 m3/s   Also, Let area of basin = 2 km2

Time and time related variables in engineering

Time is the event progression starting from past to present and then, future statistically. The time-related variable is any particular value in relation to time to assess its changes on a specified (XY) plane.