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\ p None B a = c @ = Z ?N*8 X" 1 Arial1 Arial1 Arial1 Arial1 Arial1 Arial1 Arial General ` A Table_2 Watershed Model Node System losses, %' SW constraint, % of total demand Canal evaporation, %9 Max surface water diversion, m3/s (cfs)
TUO Modesto Main 38 85 0 Turlock Main 30 75
MER Merced ID N 33 2 2.8 (100) Merced ID Main 27 70 before 1991, 60 after 56.6 (2000)
d MbP?_ % * + &P &F