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密云水库热氧分布模型及多年热氧分布特征模拟
  • ISSN号:0559-9350
  • 期刊名称:《水利学报》
  • 时间:0
  • 分类:X143[环境科学与工程—环境科学]
  • 作者机构:[1]清华大学水沙科学与水电工程国家重点实验室,北京100084, [2]DepartmentofCivilEngineering,AuburnUniversity,AL63849,USA
  • 相关基金:国家自然科学基金项目(51279078);清华大学自主科研计划(20121088082)
中文摘要:

水温和溶解氧是描述水生态系统最重要的两个参数,对于全面把握水质情况具有重要意义。利用实测数据进行水质分析会受到观测条件与成本的限制,因而模型与实测数据相结合的方法逐渐得到广泛应用。本研究对湖泊水质模型MINLAKE进行改进,考虑出入流使之适用于水库,并利用密云水库2005年实测水质数据对模型参数进行率定。随后利用改进的模型对密云水库1998—2011年热氧分布进行模拟。结果显示,密云水库水体的热氧分布存在规律性的年内波动,随着水位的变化,表层水温年平均值变化不明显,深层水温波动幅度加剧,年均水温显著上升;表层年均溶解氧含量没有明显变化,深层溶解氧浓度波动减弱,年均溶解氧浓度上升。改进后的MINLAKE模型能弥补现场监测频率和测点布置密度等方面的限制,给出密云水库较为合理的垂向热氧分布,基本反映出实际的热氧分布情况。

英文摘要:

Landslide dams, which often formed by quick deposits of landslide materials, are lack of suffi- cient consolidation, and loose in dam structure and material composition. Especially, the soil and rock ma- terials are highly heterogeneous, comprising high permeable regions with large particles. The presence of high permeable regions may lead to internal erosion or even piping failure under high water pressure. Tak- ing the Hongshihe landslide dam triggered by the Wenehuan earthquake as an example, the paper provides a method to analyze the stability of landslide dams under seepage by considering the influence of high per- meable regions. The instability of a landslide dam under seepage is defined as a circulatory process of inter- nal erosion and slope failure. The critical conditions of internal erosion and slope failure are identified with- in this method. From the seepage stability analysis of the Hongshiyan landslide dam with the present meth- od, it is found that the presence of highly permeable region does harm to seepage stability of landslide dams. The seepage stability becomes worse with longer high permeability region, higher permeability, and smaller distance to the dam downstream toe. The Hongshiyan landslide dam with high permeable regions is likely to occur internal erosion, but piping failure is not likely due to large dam width and gentle down- stream slope. Piping failure occur when the dana crest width is shorter and downstream slope gradient is larger.

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期刊信息
  • 《水利学报》
  • 北大核心期刊(2011版)
  • 主管单位:中国科学技术协会
  • 主办单位:中国水利学会 中国大坝工程学会
  • 主编:程晓陶
  • 地址:北京市复兴路甲1号中国水科院A座1117室
  • 邮编:100038
  • 邮箱:slxb@iwhr.com
  • 电话:010-68786221
  • 国际标准刊号:ISSN:0559-9350
  • 国内统一刊号:ISSN:11-1882/TV
  • 邮发代号:2-183
  • 获奖情况:
  • 国内外数据库收录:
  • 荷兰文摘与引文数据库,美国工程索引,美国剑桥科学文摘,日本日本科学技术振兴机构数据库,中国中国科技核心期刊,中国北大核心期刊(2004版),中国北大核心期刊(2008版),中国北大核心期刊(2011版),中国北大核心期刊(2014版),中国北大核心期刊(2000版)
  • 被引量:43715