Experiment: Page No. A contunuiou flow complebly miced AcP uù designed by the fallowung dala l) floue suale, O = 2150 m3/day. (i) Influent BOD = 230 mgle ti) ethent BOD = 20 mgle Ci Miss ù 2400 mgle mgle. () MCRT = 1oday. %3D (vin Supandad solide c 25 m Lund V-? £?20rygen lequeunen M.
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- HYDRAULICSA. 2316.91kpaB. 1982.69kpaC. 2631.19kpaD. 2191.82 kpaPLEASE PROVIDE COMPLETE SOLUTIONNEED ASAP THANKSOIL WITH SP.GR. 0.95 FLOWS AT 200 ? ??/??? THROUGHA 500 METER OF 200 MM DIAMETER PIPE (? =0.0225).DETERMINE THE HEAD LOSS A. 121.16 ?????? B.106.21 ??????C. 116.20 ?????? D.161.20 ?????A tannery with a wastewater flow of 0.011 m3/s and a BOD5 of 590 mg/Ldischarges into the Cattaraugus Creek (Nemerow, 1974). The creek has a10-year, 7-day low flow of 1.7 m3/s. Upstream of the tannery, the BOD5of the creek is 0.6 mg/L. The BOD rate constants k are 0.115 d21 for thetannery and 3.7 d21 for the creek. The temperature of both the creek andthe tannery wastewater is 208C. Calculate the initial ultimate BOD aftermixing.
- Answer only that SECOND question thanks. Water is issued verAticalFly at the rate of 35462 L/Ts through a 61515 mTm diamDSeter noASDzzle. What is the the maxiSmum heighDSt of watSDr can reaDSch. The nozzle which furnished the water to a certain hydraulic turbine 280 mm in diameter and has a coefficient of velocity and discharge of 0.98 and 0.95 respectively. The nozzle supplied from 60 cm in diameter pipe in which water approached the nozzle with a total head of 335 m. Compute for the power in kN/s delivered by the jet to the turbineSolve it plz early okWhathorsepowermustbesuppliedtopump2.5cfsofwaterfromthelowertotheupperreservoir? Assume that the headloss can be calculated from the formula hL = 0.015(L/D)(V 2/2g).
- 2. GLYCERIN (SP.GR. = 1.26 AND ABSOLUTEVISCOSITY OF 1.49 ?? − ? ) FLOWS THROUGH ARECTANGULAR CONDUIT 300 MM BY 450 MM AT THERATE OF 160 ? ??/???. DETERMINE THE HEAD LOST PER KILOMETERLENGTH OF THE PIPE. A. 35.27 ?????? B.32.57 ??????C. 37.52 ?????? D.37.25 ?????sRedo Problem 10.1 with the following:Db = 1.75 m γc = 17.8 kN/m3Ds = 1 m γs = 18.2 kN/m3L1 = 6.25 m Φ' = 32°L2 = 2.5 m cu = 32 kN/m2Factor of safety = 4Wheat is to be grown in certain place, the climatic conditions of which are tabulated below, Determineevapotranspiration and consumptive irrigation requirement (C.I.R) of crop. Also determine fieldirrigation requirements (F.I.R) if water application efficiency is 80%. Use Blaney Criddle equation withcrop factor of 0.8.Month Average-monthlyTemperature (OC)Monthly %age ofday/time hoursUseful averageRainfallNOV 18.0 7.20 1.70DEC 15.0 7.15 1.42JAN 13.5 7.30 3.01FEB 14.5 7.10 2.25
- Given: Q=10.2 lit/sec Length of A=120m Length of B=2180m f of A=0.0138 and of B f=0.0142 pump Eff=80%, Po=22.8462kW diam of A=10.2cm. Find the diameter of B.An industrial plant needs 1, 383,739 gallon ofwater per day which must be pumped from a laketo a height of 273 ft. through 1, 779 ft. of 11in. pipe with friction factor f=0.048.Consadering losses in the pump due to valvesand appurtenances equal to 5 times thevelocity head and the entrance loss equal to0.7 the velocity head, find the horsepowerrequired to deliver water needed. Choices:a.63.1 b.70.24 c .153.4 d. 183.45 subject- civil engineering- hydraulicsAn industrial plant needs 1, 383,739 gallon ofwater per day which must be pumped from a laketo a height of 273 ft. through 1, 779 ft. of 11in. pipe with friction factor f=0.048.Consadering losses in the pump due to valvesand appurtenances equal to 5 times thevelocity head and the entrance loss equal to0.7 the velocity head, find the horsepowerrequired to deliver water needed. Choices: a.63.1 b.70.24 c .153.4 d. 183.45 subject- civil engineering- hydraulics Hint answers: letter B . 70.24, please show your solution