NaoCI pumping rate, Qss = ( ) L/s? (*No unit) Qin = 8000 GPM Cin = 0.0 mg/L %3D Slip Stream Qss = ? L/s Css = 200 mg/L Main service line Qout = 8000 GPM Cout = 4.0 mg/L

Make sure you solve the question in the second image . If the solution Not very different solutionFind out  The solution

3c. μαια μανα καιιιναι ι και αυτι ι anali uiyuianali μακα ναυτισμα μειιιιαταιαιιαιι κι και 100 LL PL % Retained 80 60 40 20 0 100 LAND A Water Content: 20% Pore number (e): 0.95 A 10 0.1 Diameter (mm) Figure 1. Grain Size Distribution 1 B Tabel 1. soil properties LAND B 59% 24% 44% 0.87 0.01 0.001 0.0001 C. Between soil A and soil B in Picture 1, which one is easier to compact? Explain your answer

PLS ANSWER ASAP THANKS!

Find Pressure atA? C. 7loom Hg Air B不 Puacum Water 5m A

example: 2m) Refernce line P₂ P₁ Pipe No. (1), d₁= 150 (mm) Pipe No. (2), d₂ = 300 (mm) Givens- Q=0.5 m²³²/$² d₁ = 150 mm d300 (mm) The Flow is down words, he = Zero & h₁ = 0.62 P₁ = 200 KN/m² find value of P2₂ = ?

Calculate the volume flow rate in gallons/min

Design Characteristics Binch Sch 40 Steel Pips hug ht Twenty feet) 90⁰ 7 a pump 20 for Standard elbow and The spraty System the various pump shown below Hinch sch 40 steel pipys Pipa ↓ B Рв=норвід ioft Flowrate=1759pm Length of Suction line = 25ft Lingth of discharge line = бодн Determine the NPSHR ? show calculations

ti ethent BOD - Dote Experiment: Page No. A Contunuou flow complebly micad Asp i deigned by ithe fallowing dal : li) floue suate, 0 = 2150 m8/day. C Influent BOD = 230 mg10. 20 ci Miss i 2400 mgle Civ) e) MCRT = ND pield cooficont,yoobs, tu Ka - 0.S (vn Suhanded solidee 25 mgll Supanded. solide 25 Lend V- ? f ygen uequeumen. %3D DELTA

Pwater = 1000 kg/m3 • g = 9.81 m/s? • di=24 mm • d2=16 mm • L=59 cm W=49 cm Results: Page - - prepared by : Assistant Lecturer Mr. Omar M. yousif Northern Technical University Technical college of Engineering / Mosul Engineering Mechanics (ID(second year) einneah titun Time Quctual(Vmin) Ah Qtr Qact. CD h, (m³/s) H 1 60 s 6 cm 1 21 2 60 s 10 m 2 24 3 4 5 Discussion: 1) Calculate theoretical flow rate.