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渭河关中段洪水资源化潜力评估

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洪水资源化是实施渭河流域关中段流域资源综合管理和实现区域经济可持续发展的必然要求和重要途径.通过对渭河流域关中段来水来沙丰枯变化规律和河道冲淤特性的分析,从有利于输水输沙减少泥沙淤积考虑,确定渭河中游洪峰2000m3/s、渭河下游段3000m3/s为洪水利用起算标准;依据这一标准,计算出林家村一魏家堡河段平均年可利用洪水水量,洪水沙量分别为4.038×107 m3、6.83×106 t,魏家堡-咸阳河段平均年可利用洪水水量、洪水沙量分别为为9.139×107 m3、6.05×106t,咸阳一华县河段平均年可利用洪水水量、洪水沙量分别为1.617×108m3、1.843×107 t;流域综合管理过程中,必须引入风险管理机制,利用优化理论寻找平衡机制,实现流域防洪、供水和生态保护兼顾的最佳效益.
Evaluation of potential of floodwater utilization in the middle and lower reaches of the Weihe River
Water shortage, flood prevention and disaster mitigation are important problems awaiting to be dealt with in the Weihe River of Shaanxi Province. Under this situation, floodwater utilization would become an important way to realize comprehensive management of resources and the sustainable development of regional economy. In Guanzhong area which is located at the lower reaches of the Weihe River. The Weihe River is the biggest branch of the Yellow River, passing through Gansu, Ningxia and Shaanxi provinces. The middle reaches of the Weihe River is located in Shaanxi Province, with broad water ways, many shoals and scattered water flow. The lower reaches of the Weihe River is located in Xianyang, with serious channel siltation and small gradient. The flood resulted from heav-y rain is the major disaster in these two areas. In general, the floodwater takes up about 33. 1%-39. 3% of the total runoff annually; the silt is about 60. 1%-74. 3% , where all data are mean values. It can be seen that a great deal of water and silt comes from the floodwater. By analyzing features of water, the quantity of silt coming from the upper reaches of the Weihe River, and the channel siltation, we establish the criteria as the initial values to evaluate the floodwater utilization; that is, the flood peak with a velocity of 2000m3/s in the middle reaches of the Weihe River, and that of 3000m3/s in the lower reaches of the Weihe River. According to these criteria, based on calculations we obtain the annual average quantlity of the available floodwater and silt from Linjiacun to Wijiabao is 4. 038×107 m3, and 6. 83 × 106t respectively, the quantlity of the available floodwater and silt from Weijiabao to Xianyang is 9.139×107m3, and 6. 05×106t respectively, and the quantlity of the available floodwater and silt from Xianyang to Huaxian is 1. 617×108m3, and 1. 843 × 107t, respectively. It is necessary to establish the risk management system to gain the optimal effects of flood prevention, water supply and ecological protection.

Weihe Riverfloodwater utilizationpotentialevaluation

李景宜、石长伟、傅志军、赵昕

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陕西省灾害监测与机理模拟重点实验室,宝鸡文理学院,陕西,宝鸡,721013

陕西渭河流域管理局,陕西秦安河流研究所,西安,710016

渭河 洪水资源化 潜力 评估

国家自然科学基金中国博士后科学基金陕西省社会科学基金陕西省教育厅资助项目

405010772007041081106E016Z07JK179.08JZ05

2008

地理研究
中国科学院地理科学与资源研究所

地理研究

CSTPCDCSCDCHSSCD北大核心
影响因子:2.214
ISSN:1000-0585
年,卷(期):2008.27(5)
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