A methodology to quantify ecohydrological services of street trees

被引:15
|
作者
Gonzalez-Sosa, Enrique [1 ]
Braud, Isabelle [2 ,5 ]
Becerril Pina, Rocio [2 ,3 ,6 ]
Mastachi Loza, Carlos Alberto [3 ,6 ]
Ramos Salinas, Norma Maricela [1 ]
Veliz Chavez, Cesar [4 ,7 ]
机构
[1] Univ Autonoma Queretaro, Cerro De Las Campanas, Queretaro, Mexico
[2] HHLY IRSTEA, 5 Rue Duoa, Lyon, France
[3] Univ Autonoma Estado Mexico, CIRA, Toluca Edo De Mexico, Mexico
[4] Univ Valle Mexico, Cerro Campanas, Queretaro, Mexico
[5] 5 Rue Doua, F-69100 Lyon, France
[6] Carretera Toluca Atlacomulco Km 14-5, Ixtlahuaca De Rayon, Toluca Edo De M, Mexico
[7] Blvd Juriquilla 1000 A, Provincia 76230, Santiago De Que, Mexico
关键词
Street trees; Ecohydrological services; Peak discharge control; Rain water control; TROPICAL RAIN-FOREST; INTERCEPTION; MERSEYSIDE; MODEL;
D O I
10.1016/j.ecohyd.2017.06.004
中图分类号
Q14 [生态学(生物生态学)];
学科分类号
071012 ; 0713 ;
摘要
This paper proposes a methodology to assess ecohydrological value of isolated trees located in streets and avenues. The study considers two main aspects involved in the reduction of runoff trough interception process: the water volume that can enter the rainwater drainage system and the volume reduction of water needed to be treated in waste water treatment plants. This method uses the Rutter interception model, run at a short time step, to compute street trees interception. The Rational method and dimensionless unit hydrograph (DUH) are used to compute the associated hydrograph at the same time step. The study was applied to street trees located in an urban catchment of Queretaro, one of the main cities of the Altiplano in Mexico. For this purpose the street tree abundance was characterized and rainfall had been recorded at high temporal resolution (5 min) for two years. Interception model parameters were derived from results of an interception study conducted on an isolated tree from the Ficus benjamina species. Results show that street trees, as part of the urban forest and in the context of combined sewer systems, allow the reduction and mitigation of overland flux by impervious surfaces by 10-20%, and the peak delay is estimated to 10-15 min. The reduction in the volume sent to Waste Water Treatment Plants (WWTP) can be converted into benefits due to lower dimensioning of WWTP. (C) 2017 European Regional Centre for Ecohydrology of the Polish Academy of Sciences. Published by Elsevier Sp. zo.o. All rights reserved.
引用
收藏
页码:190 / 206
页数:17
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