[Dynamic simulation analysis of effects of project of ditching for drain on Oncomelania hupensis snail control and flood prevention security in Dongting Lake region]

Zhongguo Xue Xi Chong Bing Fang Zhi Za Zhi. 2017 Jan 19;29(1):5-11. doi: 10.16250/j.32.1374.2016102.
[Article in Chinese]

Abstract

Objective: To evaluate the effects of the project of ditching for drain on Oncomelania hupensis snail control and flood prevention security and explore the optimal engineering design plan in Dongting Lake region.

Methods: A retrospective study was performed on the previous studies about the project of ditching for drain. The reference values of project indices were determined. The outside levee of Nanhu New Distinct of Yueyang City in Dongting Lake region was selected as the study area, and the cross section of marshland perpendicular to the center line of the levee was extracted to research. According to the situations of various water levels, a dynamic simulation was performed on the effect and security of the project of ditching for drain through the software FLAC3D.

Results: The retrospective study showed that the project would be effective when the relatively subsoil water level decreased by 0.35 m, and the soil water content decreased correspondingly. The dynamic simulation by FLAC3D showed that the minimum safe distances between transverse ditch 1, vertical ditch and levee toe should be 25 m and 13 m respectively. The digging depth of transverse ditch and vertical ditch should be 1.2 m and 1.0 m respectively. If the width of marshland in drought period was less than 500 m, one transverse ditch was efficient. Otherwise, more transverse ditches should be set with the intervals of 300 m.

Conclusions: The project of ditching for drain is an effective ecological snail elimination method. Optimizing the digging depth of ditches and distances between transverse ditches, vertical ditch and levee toe will ensure the effects and security of the project.

[摘要] 目的 探索开沟沥水工程的灭螺效果和防洪安全性, 并探讨最优工程设计方案。 方法 对开沟沥水工程进行 回顾性研究, 确定工程发挥效果的指标参考值。以洞庭湖区岳阳市南湖新区堤外洲滩为例, 截取与大堤中心线垂直的洲 滩横截面进行研究, 以FLAC3D软件, 按照不同水位的情况, 对开沟沥水工程的安全性、有效性进行动态模拟。 结果 当 相对地下水位下降达0.35 m, 洲滩土壤含水量相应降低时, 开沟沥水工程将发挥灭螺效果。软件动态模拟分析表明, 横 沟1、纵沟与大堤堤脚应分别保持25 m和13 m以上的安全距离; 横沟、纵沟的挖深以1.2 m、1.0 m为宜; 当枯水期洲滩宽 度在500 m以下时, 设置1条横沟即可, 宽度超过500 m则应设置间距300 m的2条横沟。 结论 开沟沥水工程灭螺效果 良好。合理设计纵沟、横沟、堤脚之间距离和挖沟深度, 可优化工程的效果和安全性。.

Keywords: Dongting Lake; Dynamic simulation analysis; Oncomelania hupensis; Project of ditching for drain; Schistosomiasis.

MeSH terms

  • Animals
  • China
  • Cities
  • Computer Simulation
  • Drainage, Sanitary*
  • Floods*
  • Lakes
  • Retrospective Studies
  • Snails*