Modelling periphyton in irrigation canals

被引:22
|
作者
Fovet, O. [1 ]
Belaud, G. [2 ]
Litrico, X. [1 ]
Charpentier, S. [3 ]
Bertrand, C. [4 ]
Dauta, A. [5 ]
Hugodot, C. [6 ]
机构
[1] Cemagref, UMR GEAU, F-34196 Montpellier 5, France
[2] Montpellier SupAgro Inst Rech Dev, UMR GEAU, F-34196 Montpellier, France
[3] Soc Canal Provence & Amenagement Reg Provencale, UMR IMEP, F-13182 Aix En Provence 5, France
[4] Fac Sci & Tech St Jerome, UMR IMEP, F-13397 Marseille 20, France
[5] CNRS, UMR Ecolab, F-31055 Toulouse 4, France
[6] Assoc Syndicale Autorisee Canal Gignac, F-34150 Gignac, France
关键词
Periphyton; Irrigation canals; Model; Shear stress; Hydrodynamic; Experimental setup; STREAM PERIPHYTON; BIOMASS DYNAMICS; CURRENT VELOCITY; COMMUNITY; RIVER; RESPONSES; FLOW; ESTABLISHMENT; DISTURBANCE; SEDIMENT;
D O I
10.1016/j.ecolmodel.2010.01.002
中图分类号
Q14 [生态学(生物生态学)];
学科分类号
071012 ; 0713 ;
摘要
Periphyton developments in water distribution canals induce major disturbances for system management, such as clogging problems when fixed algae are detached. Periphyton models can be used to simulate and improve canal management. The purpose of this paper is to review the periphyton models which integrate a hydrodynamic effect, and to discuss their relevance for application in open-channels. Afterwards, a new model of periphyton detachment that integrates the hydrodynamic factor is proposed. An experiment in semi-real conditions is performed to compare periphyton development under four different hydrodynamic regimes. The proposed model is compared on experimental results with two existing models. The new model reproduces well the periphyton dynamics in the four canals simultaneously. (C) 2010 Elsevier B.V. All rights reserved.
引用
收藏
页码:1153 / 1161
页数:9
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