Determine the time of concentration for overland flow on a small watershed in the southeast. The watershed is characterized by timberland with deep forest litter. The hydraulic length of the overland flow is 280 m and the elevation change is 20 m. What is the watershed time of concentration?
Feel free to ask for further clarification.
please up-vote if you liked this solution. As it will encourage me
to solve more and more problems and help students.
Thank you
Determine the time of concentration for overland flow on a small watershed in the southeast. The...
Time of concentration Determine the time of concentration (te) for an overland flow length of 200 ft on an area in Colorado Springs, CO, with a Manning's roughness coefficient of 0.10, for a design frequency of 25 years. The rainfall intensity-duration relationship for a 25-year frequency is as given in Table 1. Take the average slope of the area as 0.005 ft/ft. Recall that the time of concentration for inlets is given by: where time of concentration (in seconds) 1-overland...
determine the peak flow at point C using the Rational Method. The time of concentration should be calculated using ASCE Kinematic Wave equation. 1) A storm drain system is shown in the figure below. For the flow conditions indicated, IDF equation 110 tc + 16 Where: i- intensity [in h ; tc-time of concentration [min] 0.94 L0.6 no.6 Where: L=length of overland flow (ft); n= Manning's roughness coefficient (0.016); i= rainfall intensity (mm hr-) and S-average overland flow slope (ft...
please solve all. Question 5 (a) A 200-acre watershed is currently being used to grow and harvest hay (meadow). The watershed contains B soil with an average land slope of 7%. However, next year the land use is scheduled to change to row crops (contoured). The hydraulic length of the watershed is 3,200ft. Determine the time of concentration before and after the land use change occurs. A drainage structure will be designed for a 10-year design storm Determine the design...
4. Rational Method (20 points): A nonhomogencous watershed has the following distribution of landcover: Land Runoff Area ID A Forest B Urban C Lawns with sandy soil D Parking lot Landcover Coefficient (C) (m) Slope t (min.) 35 14 0.20 0.85 0.15 0.80 28.000 400 9,000 32.000| 5% | Unknown 11,000| 1% 2% 12 a. (5) Estimate the time of concentration (te) for the land area labeled "C" (lawns with sandy soil) using the FAA formula. Overland flow distance for...
hydrologya 17 The time of concentration (Tc) for a watershed with the following characteristics, based on Kirpich equation is: Length of the mainstream = 860 m Slope of the mainstream = 0.001 m/m (2 Points) 50.6 min 23.9 min 57.2 min
USING KIRPICH METHOD IN DETERMINING TIME OF CONCENTRATION: L 1.15 tc 51H0.385 Where: . L S H Time of concentration (minutes) Length of watercourse (m) Average basin slope (S=HL) Difference in elevation (m) i = 5.41270.1614 (10)(1+0.56)0.936 where: i = rainfall intensity(mm/h) T = Return period (years) D = rainfall duration, tc (hours) Storm water quantity can be estimated by this method. Q=C.I.A / 360 Where, Q = quantity of storm water, m3/sec C= coefficient of runoff I = intensity...
2) For the drain system shown in the figure below, determine the time of concentration at point C using SCS Average Velocity (for overland flow). A 0.45 sq. mi A-0.23 sq. mi Paved area 500 Bare soil A V52fps 1000 ft B3000 ft
2) For the drain system shown in the figure below, determine the time of concentration at point C using SCS Average Velocity (for overland flow). A 0.45 sq. mi A-0.23 sq. mi Paved area 500 Bare soil A V52fps 1000 ft B3000 ft
Water and Wastewater Treatment SP-WATER TREATMENT PLANT SEDIMENTATION BASIN Design a rectangular, horizontal flow sedimentation process for a water treatment plant for turbidity removal Design Maximum Day Flow-20,000 m2ld Two parallel sedimentation tank, each designed for half of the total flow Depth 4.5 m, Width 6 m, Surface Overflow Rate 50 m/day Chain and flight sludge collector will be used, hence the limiting width of 6 m. Minimum Hydraulic Retention Time (detention time) 2 hrs Maximum weir rate 250 m/day/m...
9.9 Design an aerated grit chamber system to treat a 1-day sustained peak hourly flow of 1.6 m/s with an average flow of 0.65 m/s. See Table 9.4 for design guidance. Determine: a. The grit chamber volume (assuming two chambers will be used) b. The dimensions of the two grit chambers. c. The average hydraulic retention time in each grit chamber. d. Air requirements, assuming 0.20 m of air per m length of tank per minute. e. The quantity of...