土木工程 |
|
|
|
|
生物作用下排水管道沉积物的冲蚀特性 |
邵卫云, 马妍, 周永潮, 杜旭, 关垚 |
浙江大学 建筑工程学院,浙江 杭州 310058 |
|
Erosion characteristics of sewer sediment with biological actions |
SHAO Wei-yun, MA Yan, ZHOU Yong-chao, DU Xu, GUAN Yao |
College of Civil Engineering and Architecture. Zhejiang University, Hangzhou 310058, China |
引用本文:
邵卫云, 马妍, 周永潮, 杜旭, 关垚. 生物作用下排水管道沉积物的冲蚀特性[J]. 浙江大学学报(工学版), 10.3785/j.issn.1008-973X.2014.06.015.
SHAO Wei-yun, MA Yan, ZHOU Yong-chao, DU Xu, GUAN Yao. Erosion characteristics of sewer sediment with biological actions. JOURNAL OF ZHEJIANG UNIVERSITY (ENGINEERING SCIENCE), 10.3785/j.issn.1008-973X.2014.06.015.
链接本文:
http://www.zjujournals.com/eng/CN/10.3785/j.issn.1008-973X.2014.06.015
或
http://www.zjujournals.com/eng/CN/Y2014/V48/I6/1075
|
[1] 钱宁,万兆惠.泥沙运动力学[M].北京:中国水利水电出版社,1998: 240-264.
[2] 周志德. 泥沙颗粒扬动条件[J]. 水利学报, 1981(6): 51-56.
ZHOU Zhi-de. Critical condition for inception sediment[J]. Journal of Hydraulic Engineering,1981(6): 51-56.
[3] GUO Q, FAN C Y, RAGHAVEN R, et al. Gate and vacuum flushing of sewer sediment: Laboratory testing[J]. Journal of Hydraulic Engineering, 2004, 130(5): 463-466.
[4] CAMPISANO A, CREACO E, MODICA C. Experimental and numerical analysis of the scouring effects of flushing waves on sediment deposits[J]. Journal of Hydrology, 2004, 299(3): 324-334.
[5] 吕平,谈广鸣,王军.黏性泥沙淤后起动流速试验研究[J].中国农村水利水电, 2008(2): 56-58.
LV Ping, TAN Guang-ming, WANG Jun. Cohesive sediment after deposition and consolidation[J]. China Rural Water and Hydropower, 2008 (2): 56-58.
[6] TAN Guang-ming, JIANG Lei, SHU Cai-wen, et al. Experimental study of scour rate in consolidated cohesive sediment[J]. Journal of Hydrodynamics, Ser. B, 2010, 22(1): 51-57.
[7] BANASIAK R, VERHOEVEN R, DE SUTTER R, et al. The erosion behaviour of biologically active sewer sediment deposits: Observations from a laboratory study[J]. Water Research, 2005, 39(20): 5221-5231.
[8] TAIT S J, ASHLEY R M, VERHOEVEN R, et al. Sewer sediment transport studies using an environmentally controlled annular flume[J]. Water Science and Technology, 2003, 47(4): 51-60.
[9] SCHELLART A, VELDKAMP R, KLOOTWIJK M, et al. Detailed observation and measurement of sewer sediment erosion under aerobic and anaerobic conditions[J]. Water Science and Technology, 2005, 52(3): 137-146.
[10] CHEN G H, LEUNG D H W, HUNG J C. Biofilm in the sediment phase of a sanitary gravity sewer[J]. Water Research, 2003, 37(11): 2784-2788.
[11] ZAHRAEIFARD V, DENG Z. Modeling sediment resuspension-induced DO variation in fine-grained streams[J]. Science of the Total Environment, 2012, 441: 176-181.
[12] 陈家煌,李丽.黏性土颗粒分析技术改进初探[J].合肥工业大学学报: 自然科学版, 2003, 26(2): 311-314.
CHEN Jia-huang, LI Li. Preliminary discussion on the improvement of granulometry of clay soil[J]. Jourmal of Hefei University of Technology: Natural Science, 2003, 26(2): 311-314.
[13] GARCIA-ARAGON J, DROPPO I G, KRISHNAPPAN B G, et al. Erosion characteristics and floc strength of Athabasca River cohesive sediments: towards managing sediment-related issues[J]. Journal of Soils and Sediments, 2011, 11(4): 679-689.
[14] GALPERI J, ROCHER V, MOILLERON R, et al. Review on the hydrocarbon fate within combined sewers: case of the “Le Marais” urban catchment (1994-2005)[J]. Polycyclic Aromatic Compounds, 2007, 27(2): 123-141.
[15] FRANKS G V, ZHOU Y. Relationship between aggregate and sediment bed properties: Influence of inter-particle adhesion[J]. Advanced Powder Technology, 2010, 21(4): 362-373. |
|
Viewed |
|
|
|
Full text
|
|
|
|
|
Abstract
|
|
|
|
|
Cited |
|
|
|
|
|
Shared |
|
|
|
|
|
Discussed |
|
|
|
|