Rachita Awasthi

CT3013

A network was designed aiming to supply water and collect sewage of entire zone, keeping in mind the recommended design constraints like that of meeting adequate pressure, velocity, hydraulic gradient for water supply and slope, cover, velocity, drop manholes for sewerage. Different iterations were done by changing location of tank, pipe diameter etc to get most optimum water design. And for sewerage design by changing pipe network, slope, pipe diameter as per the contour pattern of the zone. Cost estimation was also done for all iterations of both the systems by standard methods.