Connectivity Evaluation and Planning of a River-Lake System in East China Based on Graph Theory

Table 4

Calculation of Basic Edge Weight.

River; number	River section area; (m^2)	Basic Edge Weight of river (m^2)	Shortage of river section; (m^2)
1	7.42	18.60	11.18
2	10.09	29.33	19.24
3	24.60	24.68	0.09
4	65.95	0.40	-65.55
5	83.57	1.44	-82.12
6	10.42	10.80	0.38
7	71.64	99.19	27.55
8	269.64	288.40	-24.38
9	43.14	288.40	-24.38
10	269.64	11.48	-258.16
11	136.37	43.23	-93.14
12	15.36	8.47	-6.89
13	86.68	82.93	-3.75
14	15.26	46.07	30.81
15	76.41	8.92	-67.49
16	926.57	17.79	-908.77
17	96.18	133.71	37.53
18	933.78	9.42	-924.36
19	13.72	26.29	12.57