Error Analysis of Some Demand Simplifications in Hydraulic Models of Water Supply Networks

Table 2

Comparison among scenarios.

Control point	Scenario A.1. Real case (demand loaded in mid nodes)	Scenario A.2. Demand allocated using the suited rule (24)	Scenario A.3. Demand allocated using the 50%-50% rule	Differences between A.1 and A.2	Differences between A.1 and A.3
A	41.35	41.35	53.56	0	12.21
B	20.72	20.72	32.93	0	12.21
C	53.39	53.39	65.60	0	12.21
D	32.7	32.70	44.91	0	12.21