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Hydrological Design of Two Low-Impact Development Techniques in a Semi-Arid Climate Zone of Central Mexico
This paper deals with the design of a bioretention cell and an infiltration trench in a semi- arid micro watershed. The study area was analyzed by characteristics such as slope changes (S), direction and maximum length of the urban runoff (L), and soil use (runoff coefficient, Rc). The bioretention...
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Published in: | Water (Basel) 2017-08, Vol.9 (8), p.561 |
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creator | Lizárraga-Mendiola, Liliana Vázquez-Rodríguez, Gabriela Lucho-Constantino, Carlos Bigurra-Alzati, Carlos Beltrán-Hernández, Rosa Ortiz-Hernández, Joyce López-León, Luis |
description | This paper deals with the design of a bioretention cell and an infiltration trench in a semi- arid micro watershed. The study area was analyzed by characteristics such as slope changes (S), direction and maximum length of the urban runoff (L), and soil use (runoff coefficient, Rc). The bioretention cell was designed by the calculation of variables such as drainage area (A), concentration time (Tc), rainfall intensity (i), maximum peak drained (Qmax), inlet and outlet runoff (Qa and Qout, respectively), temperature (T), evaporation (Ev), potential evapotranspiration (PEm), consumptive use (U) for tolerant plants to semi-arid climates, and soil infiltration capacity (Inf). To design the infiltration trench, only Tc, Qmax, and i were taken into account. The results showed that the designed bioretention cell could retain between 5.37% and 2.25% of runoff volume. As the efficiency of the bioretention cell can be defined by the need for additional irrigation, our results showed that the cell is inefficient in some of the dry months (November and December), even in years characterized by abundant rainfall. Besides, it was shown that the designed infiltration trench could store or infiltrate the water from typical rain events. Based on these results, it is the implementation of more Low-Impact Development (LID) for runoff management in the study area is recommended. |
doi_str_mv | 10.3390/w9080561 |
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The study area was analyzed by characteristics such as slope changes (S), direction and maximum length of the urban runoff (L), and soil use (runoff coefficient, Rc). The bioretention cell was designed by the calculation of variables such as drainage area (A), concentration time (Tc), rainfall intensity (i), maximum peak drained (Qmax), inlet and outlet runoff (Qa and Qout, respectively), temperature (T), evaporation (Ev), potential evapotranspiration (PEm), consumptive use (U) for tolerant plants to semi-arid climates, and soil infiltration capacity (Inf). To design the infiltration trench, only Tc, Qmax, and i were taken into account. The results showed that the designed bioretention cell could retain between 5.37% and 2.25% of runoff volume. As the efficiency of the bioretention cell can be defined by the need for additional irrigation, our results showed that the cell is inefficient in some of the dry months (November and December), even in years characterized by abundant rainfall. Besides, it was shown that the designed infiltration trench could store or infiltrate the water from typical rain events. Based on these results, it is the implementation of more Low-Impact Development (LID) for runoff management in the study area is recommended.</description><identifier>ISSN: 2073-4441</identifier><identifier>EISSN: 2073-4441</identifier><identifier>DOI: 10.3390/w9080561</identifier><language>eng</language><publisher>Basel: MDPI AG</publisher><subject>Analysis ; Arid climates ; Arid regions ; Climate ; Concentration time ; Consumptive use ; Design ; Drainage area ; Evaporation ; Evapotranspiration ; Hydrology ; Infiltration (Hydrology) ; Infiltration capacity ; Methods ; Plants (botany) ; Rain and rainfall ; Rainfall ; Rainfall intensity ; Retention basins ; Runoff ; Runoff coefficient ; Runoff volume ; Soil infiltration ; Temperature tolerance ; Urban runoff ; Watersheds</subject><ispartof>Water (Basel), 2017-08, Vol.9 (8), p.561</ispartof><rights>COPYRIGHT 2017 MDPI AG</rights><rights>Copyright MDPI AG 2017</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c328t-e789071302f32d91409f405b29df1dabcb464af808ebc483165d8e4910f329153</citedby><cites>FETCH-LOGICAL-c328t-e789071302f32d91409f405b29df1dabcb464af808ebc483165d8e4910f329153</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://www.proquest.com/docview/1939854219/fulltextPDF?pq-origsite=primo$$EPDF$$P50$$Gproquest$$Hfree_for_read</linktopdf><linktohtml>$$Uhttps://www.proquest.com/docview/1939854219?pq-origsite=primo$$EHTML$$P50$$Gproquest$$Hfree_for_read</linktohtml><link.rule.ids>314,780,784,25753,27924,27925,37012,44590,75126</link.rule.ids></links><search><creatorcontrib>Lizárraga-Mendiola, Liliana</creatorcontrib><creatorcontrib>Vázquez-Rodríguez, Gabriela</creatorcontrib><creatorcontrib>Lucho-Constantino, Carlos</creatorcontrib><creatorcontrib>Bigurra-Alzati, Carlos</creatorcontrib><creatorcontrib>Beltrán-Hernández, Rosa</creatorcontrib><creatorcontrib>Ortiz-Hernández, Joyce</creatorcontrib><creatorcontrib>López-León, Luis</creatorcontrib><title>Hydrological Design of Two Low-Impact Development Techniques in a Semi-Arid Climate Zone of Central Mexico</title><title>Water (Basel)</title><description>This paper deals with the design of a bioretention cell and an infiltration trench in a semi- arid micro watershed. The study area was analyzed by characteristics such as slope changes (S), direction and maximum length of the urban runoff (L), and soil use (runoff coefficient, Rc). The bioretention cell was designed by the calculation of variables such as drainage area (A), concentration time (Tc), rainfall intensity (i), maximum peak drained (Qmax), inlet and outlet runoff (Qa and Qout, respectively), temperature (T), evaporation (Ev), potential evapotranspiration (PEm), consumptive use (U) for tolerant plants to semi-arid climates, and soil infiltration capacity (Inf). To design the infiltration trench, only Tc, Qmax, and i were taken into account. The results showed that the designed bioretention cell could retain between 5.37% and 2.25% of runoff volume. As the efficiency of the bioretention cell can be defined by the need for additional irrigation, our results showed that the cell is inefficient in some of the dry months (November and December), even in years characterized by abundant rainfall. Besides, it was shown that the designed infiltration trench could store or infiltrate the water from typical rain events. Based on these results, it is the implementation of more Low-Impact Development (LID) for runoff management in the study area is recommended.</description><subject>Analysis</subject><subject>Arid climates</subject><subject>Arid regions</subject><subject>Climate</subject><subject>Concentration time</subject><subject>Consumptive use</subject><subject>Design</subject><subject>Drainage area</subject><subject>Evaporation</subject><subject>Evapotranspiration</subject><subject>Hydrology</subject><subject>Infiltration (Hydrology)</subject><subject>Infiltration capacity</subject><subject>Methods</subject><subject>Plants (botany)</subject><subject>Rain and rainfall</subject><subject>Rainfall</subject><subject>Rainfall intensity</subject><subject>Retention basins</subject><subject>Runoff</subject><subject>Runoff coefficient</subject><subject>Runoff volume</subject><subject>Soil infiltration</subject><subject>Temperature tolerance</subject><subject>Urban runoff</subject><subject>Watersheds</subject><issn>2073-4441</issn><issn>2073-4441</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2017</creationdate><recordtype>article</recordtype><sourceid>PIMPY</sourceid><recordid>eNpNUE1PwzAMjRBITGUSPyESFy4dSZO2yXEqH5s0xIFx4VKlqTMytU1JO8b-PZkGEvbBlv387GeErimZMSbJ3V4SQdKMnqFJQnIWc87p-b_8Ek2HYUuCcSlESiZouzjU3jVuY7Vq8D0MdtNhZ_B67_DK7eNl2ys9hsYXNK5voRvxGvRHZz93MGDbYYVfobXx3NsaF41t1Qj43XVwJCkC3AfaZ_i22l2hC6OaAaa_MUJvjw_rYhGvXp6WxXwVa5aIMYZcSJJTRhLDklpSTqThJK0SWRtaq0pXPOPKCCKg0lwwmqW1AC4pCXhJUxahmxNv793xyrHcup3vwsqSSiZFypMQIzQ7oTaqgdJ2xoVTdfA6yNFBgLGhPs9Fnmc8E1kYuD0NaO-GwYMpex_k-kNJSXn8fvn3ffYDhYJ0vQ</recordid><startdate>20170801</startdate><enddate>20170801</enddate><creator>Lizárraga-Mendiola, Liliana</creator><creator>Vázquez-Rodríguez, Gabriela</creator><creator>Lucho-Constantino, Carlos</creator><creator>Bigurra-Alzati, Carlos</creator><creator>Beltrán-Hernández, Rosa</creator><creator>Ortiz-Hernández, Joyce</creator><creator>López-León, Luis</creator><general>MDPI AG</general><scope>AAYXX</scope><scope>CITATION</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope></search><sort><creationdate>20170801</creationdate><title>Hydrological Design of Two Low-Impact Development Techniques in a Semi-Arid Climate Zone of Central Mexico</title><author>Lizárraga-Mendiola, Liliana ; Vázquez-Rodríguez, Gabriela ; Lucho-Constantino, Carlos ; Bigurra-Alzati, Carlos ; Beltrán-Hernández, Rosa ; Ortiz-Hernández, Joyce ; López-León, Luis</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c328t-e789071302f32d91409f405b29df1dabcb464af808ebc483165d8e4910f329153</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2017</creationdate><topic>Analysis</topic><topic>Arid climates</topic><topic>Arid regions</topic><topic>Climate</topic><topic>Concentration time</topic><topic>Consumptive use</topic><topic>Design</topic><topic>Drainage area</topic><topic>Evaporation</topic><topic>Evapotranspiration</topic><topic>Hydrology</topic><topic>Infiltration (Hydrology)</topic><topic>Infiltration capacity</topic><topic>Methods</topic><topic>Plants (botany)</topic><topic>Rain and rainfall</topic><topic>Rainfall</topic><topic>Rainfall intensity</topic><topic>Retention basins</topic><topic>Runoff</topic><topic>Runoff coefficient</topic><topic>Runoff volume</topic><topic>Soil infiltration</topic><topic>Temperature tolerance</topic><topic>Urban runoff</topic><topic>Watersheds</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Lizárraga-Mendiola, Liliana</creatorcontrib><creatorcontrib>Vázquez-Rodríguez, Gabriela</creatorcontrib><creatorcontrib>Lucho-Constantino, Carlos</creatorcontrib><creatorcontrib>Bigurra-Alzati, Carlos</creatorcontrib><creatorcontrib>Beltrán-Hernández, Rosa</creatorcontrib><creatorcontrib>Ortiz-Hernández, Joyce</creatorcontrib><creatorcontrib>López-León, Luis</creatorcontrib><collection>CrossRef</collection><collection>ProQuest Central (Alumni)</collection><collection>ProQuest Central</collection><collection>ProQuest Central Essentials</collection><collection>AUTh Library subscriptions: ProQuest Central</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>Publicly Available Content Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>ProQuest Central China</collection><jtitle>Water (Basel)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Lizárraga-Mendiola, Liliana</au><au>Vázquez-Rodríguez, Gabriela</au><au>Lucho-Constantino, Carlos</au><au>Bigurra-Alzati, Carlos</au><au>Beltrán-Hernández, Rosa</au><au>Ortiz-Hernández, Joyce</au><au>López-León, Luis</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Hydrological Design of Two Low-Impact Development Techniques in a Semi-Arid Climate Zone of Central Mexico</atitle><jtitle>Water (Basel)</jtitle><date>2017-08-01</date><risdate>2017</risdate><volume>9</volume><issue>8</issue><spage>561</spage><pages>561-</pages><issn>2073-4441</issn><eissn>2073-4441</eissn><abstract>This paper deals with the design of a bioretention cell and an infiltration trench in a semi- arid micro watershed. The study area was analyzed by characteristics such as slope changes (S), direction and maximum length of the urban runoff (L), and soil use (runoff coefficient, Rc). The bioretention cell was designed by the calculation of variables such as drainage area (A), concentration time (Tc), rainfall intensity (i), maximum peak drained (Qmax), inlet and outlet runoff (Qa and Qout, respectively), temperature (T), evaporation (Ev), potential evapotranspiration (PEm), consumptive use (U) for tolerant plants to semi-arid climates, and soil infiltration capacity (Inf). To design the infiltration trench, only Tc, Qmax, and i were taken into account. The results showed that the designed bioretention cell could retain between 5.37% and 2.25% of runoff volume. As the efficiency of the bioretention cell can be defined by the need for additional irrigation, our results showed that the cell is inefficient in some of the dry months (November and December), even in years characterized by abundant rainfall. Besides, it was shown that the designed infiltration trench could store or infiltrate the water from typical rain events. Based on these results, it is the implementation of more Low-Impact Development (LID) for runoff management in the study area is recommended.</abstract><cop>Basel</cop><pub>MDPI AG</pub><doi>10.3390/w9080561</doi><oa>free_for_read</oa></addata></record> |
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subjects | Analysis Arid climates Arid regions Climate Concentration time Consumptive use Design Drainage area Evaporation Evapotranspiration Hydrology Infiltration (Hydrology) Infiltration capacity Methods Plants (botany) Rain and rainfall Rainfall Rainfall intensity Retention basins Runoff Runoff coefficient Runoff volume Soil infiltration Temperature tolerance Urban runoff Watersheds |
title | Hydrological Design of Two Low-Impact Development Techniques in a Semi-Arid Climate Zone of Central Mexico |
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