1. 中国电建集团成都勘测设计研究院有限公司
2. 河海大学水灾害防御全国重点实验室
3. 西藏自治区水文水资源勘测局
4. 中国水利水电科学研究院流域水循环模拟与调控国家重点实验室
纸质出版:2025
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康有, 张波, 张洁, 等. 西藏高山区中小流域设计洪水计算方法研究进展综述[J]. 水电能源科学, 2025,43(1):15-19.
康有, 张波, 张洁, et al. 西藏高山区中小流域设计洪水计算方法研究进展综述[J]. 2025, 43(1): 15-19.
康有, 张波, 张洁, 等. 西藏高山区中小流域设计洪水计算方法研究进展综述[J]. 水电能源科学, 2025,43(1):15-19. DOI: 10.20040/j.cnki.1000-7709.2025.20232195.
康有, 张波, 张洁, et al. 西藏高山区中小流域设计洪水计算方法研究进展综述[J]. 2025, 43(1): 15-19. DOI: 10.20040/j.cnki.1000-7709.2025.20232195.
西藏高山区中小流域为亚洲众多大河的源区,是国家水资源安全战略基地和水能资源接续基地。然而,本区下垫面情况异常复杂且监测难度大,属典型的无(缺)资料地区,设计洪水计算方法发展缓慢,为当地水利水电项目的规划设计、施工建设和运营管理等带来了较大的风险和挑战。受水文观测资料、高度复杂的下垫面情况及暴雨洪水形成机制等制约,现有方法(如推理公式、洪水频率分析及水文比拟等)在西藏高山区的适用性和有效性不足。为解决西藏中小流域设计洪水计算的难题,建议通过数学物理途径推导流域关键带结构信息(如地形—植被—土壤)与径流响应的解析关系,进而建立由下垫面信息反演设计参数及洪水设计值的理论方法,发展适合西藏中小流域地理水文特性的新型设计洪水计算方法。
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