期刊文献+

单株植被河道水力特性影响研究 被引量:2

The experimental research on hydraulic characteristics of the channel with vegetation
下载PDF
导出
摘要 为研究单株植被对河道水力特性的影响,在分析河道水力特性研究方法有关文献资料的基础上,设计并进行了相关的水槽试验.研究表明,水流流量越大,同一株植被所受的水流阻力越大;流量相同时,阻力随着植被刚度的增大先增大后保持平稳;单株植被在同一流量下,作为挺水植被时比作为淹没植被时对水力特性的影响大.但总体说来,单株植被对水流产生的水力特性改变较小,经验公式的建立还需要进一步的试验才能得出. In order to research the hydraulic characteristics influence from individual plant to channel, based on the analysis of relevant literatures on the researching methods of the hydraulic characteristics, relevant flume experiments were designed and conducted. The research indicates that the resistance rises with flow increasement. In same flow, the resistance rises and then tends to be constant with the increasement of plant rigidity; emerged plant has more influence on flow than aquatic vegetation. The hydraulic characteristics influence from individual plant is small, further experiments are needed to develop the quantitative relation.
出处 《宁夏工程技术》 CAS 2014年第1期41-44,共4页 Ningxia Engineering Technology
基金 河海大学2012创新训练计划(201205XCX025)
关键词 水生植被 单株植被 流量 植被刚度 水头损失 aquatic vegetation individual plant flow plant rigidity head loss
  • 相关文献

参考文献7

  • 1刘斌.含植物明渠阻力特性研究进展[J].山西科技,2007(4):11-12. 被引量:3
  • 2王忖,赵振兴.河岸植被对水流影响的研究现状[J].水资源保护,2003,19(6):50-53. 被引量:23
  • 3秦颖荣,赵振兴,朱红钧.有漂浮植被的生态型河道水流特性研究[EB/OL].[2008-02-01].http://www.paper.edu.cn/releasepaper/eontent/200802一10.
  • 4倪汉根,顾峰峰.湿地非淹没芦苇水流阻力的试验研究[J].水动力学研究与进展(A辑),2005,20(2):167-173. 被引量:40
  • 5杨克君,刘兴年,曹叔尤,等.植被作用下的复式河槽漫滩水流紊动特性[J].水力学报,2005(1ffI:1263-1268.
  • 6杨克君,刘兴年,曹叔尤,等.植被作用下的复式河槽流速分布特性[J].水力学报,20062):246-250.
  • 7王莹莹,蔡世军,赵振兴.有植被河道水流模型试验中的相似性分析[EB/OL].[2007-10-25]..http://www.paper.edu,.erdreleasepal:er/ecntent/200710一.466.

二级参考文献17

  • 1ChenFY.[D].东京:东京技术学院,1996.
  • 2黄本胜.漫滩水流问题及其研究进展[A]..94全国水动力研讨会文集[C].北京:海洋出版社,1994..
  • 3SHEN H W,TABIOS Ⅲ G and HARDER J A. Kissimmee River restoration study[J]. J. Water Resour. Ping.and Mgmt,ASCE,1994, 120(3) : 330-349.
  • 4CHOW V T.Open channel Hydraulics[M]. McGrawHill. New York. 1959.
  • 5REE W O. Retardation coefficients for row crops in diversion terraces[J]. Transactions of the American Society of Agricultural Engineers, 1958,1: 78-80.
  • 6PETRYK S, BOSMAJIAN Ⅲ G. Analysis of flow through vegetation[J]. Proc. ASCE, 1975,101 (Hy. 7) :871-884.
  • 7CHEN C L. Flow resistance in broad shallow grassed channels[J]. Proc. ASCE, 1976,102(HY3) :307-322.
  • 8TURNER A K and CHANNEESRI N. Shallow Flow ofWater through Non Submerged Vegetation[-M3. Agrc.Water Mgmt. Amsterdam,B, 1984. 375-385.
  • 9KADLEC R H. Overland flow in wetlands: vegetation resistance[J]. Jour. Hy. Engng. 1990.116(5):691-706.
  • 10CHIEW Y M and TAN S K. Frictional resistance of overland flow on tropical turfed slope[J]. Jour. Hy. Engng. 1992,118(1):92-96.

共引文献61

同被引文献16

引证文献2

二级引证文献1

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部