Segregation of the zones: Residential: 35% Industrial: 18% Recreational (including green zones): 20% Commercial: 12% Educational & institutional: 10% Deduction for road: 5%(Zones, mentioned above, should be in a scattered and systematic form.)
Topographical conditions: Elevation of one of the edges is 100 m from Mean Sea Level (MSL) and the opposite edge is 80 m from MSL.
Atmospheric conditions: Semi-arid region with 800 mm annual average rainfall.
Typical conditions: 60% of the total water demand of the city is supplied through canal.
Total population: 3 lacs.
Minimum 2 water treatment plants required.
Rainfall data:
800 mm annual average rainfall.
Out of total precipitation 30% infiltration and 70% is the surface runoff. ( Design of the town should be such that maximum water available as surface runoff utilised).
Total consumption of water is 400 Litres per Capita per Day(LPCD).
The Channel is flowing parallel to edge of a town which is at 100 m from the MSL.
A plan sketched according to the above mentioned points on a A1 size sheet( preferably AutoCAD or manually drawn).
All calculations should be shown separately in A4 size papers.