Research Article
Effect of Hydrologic Alteration on the Community Succession of Macrophytes at Xiangyang Site, Hanjiang River, China
Table 3
Comparison results of the parameters of EFC in the three periods at Xiangyang site.
| Parameters | Pre | Post | Relative alteration | Post (all) | Post (1974–1990) | Post (1991–2013) | Post (all) | Post (1974–1990) | Post (1991–2013) |
| January low flow | 354 | 857 | 971 | 754 | 1.42 | 0.13 | 1.13 | February low flow | 354 | 852 | 931 | 786.3 | 1.4 | 0.09 | 1.22 | March low flow | 551 | 830 | 883 | 770 | 0.51 | 0.06 | 0.40 | April low flow | 724 | 853 | 936.8 | 853 | 0.18 | 0.10 | 0.18 | May low flow | 826 | 988 | 1040 | 893 | 0.2 | 0.05 | 0.08 | June low flow | 582 | 949 | 1160 | 889.3 | 0.63 | 0.22 | 0.53 | July low flow | 761 | 1130 | 1245 | 1125 | 0.48 | 0.10 | 0.48 | August low flow | 767 | 1175 | 1270 | 1090 | 0.53 | 0.08 | 0.42 | September low flow | 887 | 1050 | 1220 | 947.5 | 0.18 | 0.16 | 0.07 | October low flow | 785 | 790 | 1050 | 719 | 0.01 | 0.33 | −0.08 | November low flow | 624 | 764 | 941.5 | 749.5 | 0.23 | 0.23 | 0.20 | December low flow | 422 | 746 | 810.5 | 700 | 0.77 | 0.09 | 0.66 |
| Extreme low peak | 262 | 264 | 264 | 252 | 0.01 | 0 | −0.04 | Extreme low duration | 11 | 2.5 | 4.5 | 1.75 | −0.77 | 0.80 | −0.84 | Extreme low timing | 45.5 | 48 | 60 | 22 | 0.05 | 0.25 | −0.52 | Extreme low counts | 694 | 146 | 136 | 10 | −1 | −0.07 | −0.99 |
| High flow peak | 2430 | 1530 | 1530 | 1520 | −0.37 | 0 | −0.37 | High flow duration | 5 | 3 | 3.5 | 3 | −0.4 | 0.17 | −0.40 | High flow timing | 182 | 201 | 200 | 205 | 0.1 | 0.00 | 0.13 | High flow frequency | 9 | 6 | 8 | 4 | −0.33 | 0.33 | −0.56 | High flow rise rate | 758 | 125 | 110 | 145.5 | −0.83 | −0.12 | −0.81 | High flow fall rate | −408 | −110 | −86.14 | −126.2 | −0.73 | −0.22 | −0.69 |
| Small flood peak | 19700 | 19500 | 19400 | | −0.01 | −0.01 | / | Small flood duration | 28 | 39 | 46 | | 0.39 | 0.18 | / | Small flood timing | 218 | 278 | 278 | | 0.28 | 0.28 | / | Small flood counts | 42 | 9 | 9 | 0 | −0.78 | −0.78 | / | Small flood rise rate | 1408 | 4830 | 3250 | | 2.43 | −0.33 | / | Small flood fall rate | −800 | −532 | −1165 | | −0.33 | 1.19 | / |
| Large flood peak | 37800 | | | | / | / | / | Large flood duration | 49 | | | | / | / | / | Large flood timing | 225.5 | | 281 | | / | / | / | Large flood counts | 4 | 0 | 0 | 0 | / | / | / | Large flood rise rate | 8814 | | 4830 | | / | / | / | Large flood fall rate | −916 | | −532.2 | | / | / | / |
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