1. 北京市密云水库管理处
2. 北京润丰滨水生态科技有限公司
纸质出版:2026
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刘腾飞, 李龙, 王龙, 等. 考虑漂浮规律的密云水库水面杂物三级防治体系研究[J]. 水利发展研究, 2026,(9).
刘腾飞, 李龙, 王龙, et al. 考虑漂浮规律的密云水库水面杂物三级防治体系研究[J]. 2026, (9).
刘腾飞, 李龙, 王龙, 等. 考虑漂浮规律的密云水库水面杂物三级防治体系研究[J]. 水利发展研究, 2026,(9). DOI: 10.13928/j.cnki.wrdr.2026.09.017.
刘腾飞, 李龙, 王龙, et al. 考虑漂浮规律的密云水库水面杂物三级防治体系研究[J]. 2026, (9). DOI: 10.13928/j.cnki.wrdr.2026.09.017.
密云水库高水位运行期间
岸线水面漂浮物污染问题严峻
对水库水质安全和生态功能构成威胁。本研究聚焦于漂浮物迁移规律
对水库高水位运行期间的水面漂浮物防治措施进行了改进研究。通过多因素分析
揭示了漂浮物迁移受风生流与河道型水流共同控制的区域分异规律:库南区以风驱为主
漂浮物向东北部库湾聚集;库北区受地形遮蔽
以水流驱动为主
沿河道纵向输移。基于此规律
针对性构建了三级防治体系:针对库北入库支流的大体积污染物
设置一级“V”形拦污网与生态沟进行源头拦截;在库南风驱路径与聚集区布设二级双浮箱自适应拦漂排
实现过程导控与聚集;在取水口前设置三级精细过滤网
保障末端水质安全。防治措施实施后成效显著
月均打捞量由90万m
3
增至155万m
3
打捞效率超过80%
资源化收益显著
出水水质COD、氨氮稳定达标。基于漂浮物迁移规律设计三级防治体系
可显著提升治理效率与精准性
为类似水域的漂浮物控制提供了规律驱动、分级协同的解决方案。
During periods of high-water-level operation in Miyun Reservoir
pollution by surface floating debris along the shoreline becomes severe
posing threats to water quality security and the ecological functions of the reservoir. Focusing on the transport patterns of floating debris
this study improved prevention and control measures for surface debris under highwater-level operating conditions. A multi-factor analysis revealed a pronounced regional differentiation in debris transport jointly controlled by wind-driven currents and river type currents and channelized flow. In the southern reservoir area
wind forcing predominates
driving floating debris toward the northeastern reservoir bays where it accumulates. In the northern reservoir area
terrain sheltering weakens wind effects
and debris transport is dominated by flow conveyance along the ri
ver channels. Based on these transport patterns
a targeted three-level prevention and control system was established. First
for large-volume debris entering from northern inflow tributaries
a primary source-interception system consisting of V-shaped trash-blocking booms and ecological ditches was deployed. Second
along the wind-driven transport pathways and accumulation zones in the southern reservoir area
adaptive double-pontoon floating barriers were arranged to guide and concentrate debris during transport. Third
a fine filtration screen was installed upstream of the water intake to ensure terminal water quality safety. After implementation of these measures
the system achieved remarkable results: the average monthly removal volume increased from 0. 90 million m
3
to 1. 55 million m
3
removal efficiency exceeded 80%
resource recovery benefits were substantial
and effluent COD and ammonia nitrogen consistently met the relevant standards. The results demonstrate that a three-level prevention and control system designed according to floating-debris transport patterns can substantially improve the efficiency and precision of debris management
and provides a pattern-based
hierarchical
and coordinated solution for floating-debris control in similar water bodies.
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