Subject: demand and water works Posted: 11/20/2011 Viewed: 26401 times
I have put together a WEAP model for area where waterworks and sewage treatment plant are out of the area we studies. how we set the water demand? should we include the town domestic water into the water demand?
the second question is the area we studies is plain river network region, which consists of many polders and the small lakes outside. No obvious mainstream and tributaries, How should i generalize river network? whether should i generalize each polder as a catchment or a reservior? and how about the small lakes?