University of Business and Technology College Of Engineering College of Engineering Hydraulics CE 322 wsialdul UNIVERSITY OF BUSINESS AND TECHNOLoGY 03:(10 marks) Design sewer line (pipe size and...
University of Business and Technology College Of Engineering College of Engineering Hydraulics CE 322 wsialdul UNIVERSITY OF BUSINESS AND TECHNOLoGY 03:(10 marks) Design sewer line (pipe size and pipe slop) to serves 70,000 capita, if average drainage rate was 200 liters/ capita / day, whereas Qmax -2.5 Qav,and Qmin Qav Ground slope is o.0008. (Design criteria: drnadD-=0.75, 0.75 m/s <Vmax < 2.5 m/s, V min>0.45 mls)
University of Business and Technology College Of Engineering College of Engineering Hydraulics CE 322 wsialdul UNIVERSITY OF BUSINESS AND TECHNOLoGY 03:(10 marks) Design sewer line (pipe size and pipe slop) to serves 70,000 capita, if average drainage rate was 200 liters/ capita / day, whereas Qmax -2.5 Qav,and Qmin Qav Ground slope is o.0008. (Design criteria: drnadD-=0.75, 0.75 m/s