Journal of Changjiang River Scientific Research Institute ›› 2024, Vol. 41 ›› Issue (10): 56-62.DOI: 10.11988/ckyyb.20240449
• WATER ENVIRONMENT AND WATER ECOLOGY • Previous Articles Next Articles
ZHANG Ke-ke(), LIU Jin-zhen, WANG Zhong-min, LIU Yang-yang, WU Bi
Received:
2024-04-29
Revised:
2024-06-05
Published:
2024-10-25
Online:
2024-10-25
CLC Number:
ZHANG Ke-ke, LIU Jin-zhen, WANG Zhong-min, LIU Yang-yang, WU Bi. Delineating Drinking Water Source Protection Area for the Intake of River Diversion Project from Yangtze River to Hanjiang River[J]. Journal of Changjiang River Scientific Research Institute, 2024, 41(10): 56-62.
国家 | 法律、现行规范 | 颁布年份 |
---|---|---|
德国 | 《水库水水源保护区条例》 | 1975 |
瑞典 | 《食品卫生法》 | 1987 |
美国 | 《安全饮用水法》 | 1974 |
中国 | 《饮用水水源保护区划分技术规范》 | 2018 |
Table 1 Methods of dividing water source protection zones in China and abroad
国家 | 法律、现行规范 | 颁布年份 |
---|---|---|
德国 | 《水库水水源保护区条例》 | 1975 |
瑞典 | 《食品卫生法》 | 1987 |
美国 | 《安全饮用水法》 | 1974 |
中国 | 《饮用水水源保护区划分技术规范》 | 2018 |
年份 | 时期 | 水质类别 | 年份 | 时期 | 水质类别 |
---|---|---|---|---|---|
丰水期 | Ⅱ | 丰水期 | Ⅱ | ||
2021 | 平水期 | Ⅱ | 2023 | 平水期 | Ⅱ |
枯水期 | Ⅲ | 枯水期 | Ⅱ | ||
丰水期 | Ⅱ | ||||
2022 | 平水期 | Ⅱ | |||
枯水期 | Ⅲ |
Table 2 Water quality in Yinxingtuo section of the Yangtze River
年份 | 时期 | 水质类别 | 年份 | 时期 | 水质类别 |
---|---|---|---|---|---|
丰水期 | Ⅱ | 丰水期 | Ⅱ | ||
2021 | 平水期 | Ⅱ | 2023 | 平水期 | Ⅱ |
枯水期 | Ⅲ | 枯水期 | Ⅱ | ||
丰水期 | Ⅱ | ||||
2022 | 平水期 | Ⅱ | |||
枯水期 | Ⅲ |
设计工况 | 时期 | 流量/(m3·s-1) | 三峡坝前水位/m | |
---|---|---|---|---|
庙河水文站 | 工程引水 | |||
1 | 6 000 | 212 | 175 | |
2 | 枯水期 | 15 000 | 212 | 175 |
3 | 20 000 | 212 | 175 | |
4 | 9 000 | 170 | 145 | |
5 | 汛期 | 15 000 | 170 | 145 |
6 | 25 000 | 170 | 145 |
Table 3 Hydrologic conditions of computation scenarios
设计工况 | 时期 | 流量/(m3·s-1) | 三峡坝前水位/m | |
---|---|---|---|---|
庙河水文站 | 工程引水 | |||
1 | 6 000 | 212 | 175 | |
2 | 枯水期 | 15 000 | 212 | 175 |
3 | 20 000 | 212 | 175 | |
4 | 9 000 | 170 | 145 | |
5 | 汛期 | 15 000 | 170 | 145 |
6 | 25 000 | 170 | 145 |
设计工况 | 庙河水文站水质浓度/(mg·L-1) | ||
---|---|---|---|
COD | 氨氮 | 石油类 | |
工况1—工况3 | 8.65 | 0.087 | 0.032 |
工况4—工况6 | 10.42 | 0.094 | 0.033 |
Table 4 Water quality parameters of computation scenarios
设计工况 | 庙河水文站水质浓度/(mg·L-1) | ||
---|---|---|---|
COD | 氨氮 | 石油类 | |
工况1—工况3 | 8.65 | 0.087 | 0.032 |
工况4—工况6 | 10.42 | 0.094 | 0.033 |
污染源量/(t·a-1) | 污染源水质浓度/(mg·L-1) | |||
---|---|---|---|---|
COD | 氨氮 | 石油类 | ||
10 000 | 300~400 | 30~35 | 2 000~5 000 |
Table 5 Water quality indices of sewage leakage emergency
污染源量/(t·a-1) | 污染源水质浓度/(mg·L-1) | |||
---|---|---|---|---|
COD | 氨氮 | 石油类 | ||
10 000 | 300~400 | 30~35 | 2 000~5 000 |
风险源 | 船舶吨 位/t | 溢油性质 | 溢油泄漏 量/t | 距取水口流程 距离/km |
---|---|---|---|---|
散杂货船 泊位 | 5 000 | 燃料油 (柴油) | 50 | 约1.8 |
Table 6 Computation scenario of oil spill risk analysis
风险源 | 船舶吨 位/t | 溢油性质 | 溢油泄漏 量/t | 距取水口流程 距离/km |
---|---|---|---|---|
散杂货船 泊位 | 5 000 | 燃料油 (柴油) | 50 | 约1.8 |
设计工况 | 临界厚度/ mm | 扩散完成时 间/h | 断面距溢油起点流程 距离/m |
---|---|---|---|
1 | 0.028 | 10.6 | |
2 | 0.028 | 9.7 | 732 |
3 | 0.028 | 9.1 | |
4 | 0.028 | 8.9 | |
5 | 0.028 | 8.7 | 1 259 |
6 | 0.028 | 8.6 |
Table 7 Oil film diffusion time in oil spill scenario
设计工况 | 临界厚度/ mm | 扩散完成时 间/h | 断面距溢油起点流程 距离/m |
---|---|---|---|
1 | 0.028 | 10.6 | |
2 | 0.028 | 9.7 | 732 |
3 | 0.028 | 9.1 | |
4 | 0.028 | 8.9 | |
5 | 0.028 | 8.7 | 1 259 |
6 | 0.028 | 8.6 |
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