Sergio Arturo Renteria-Guevara, Jesus Gabriel Rangel Peraza, Abel Rivera-Buelna, Sergio Alberto Monjardin-Armenta, Antonio Jesus Sanhouse-Garcia, Fernando Garcia-Paez
{"title":"选择基于无人机摄影测量的城市盆地划分标准：墨西哥库利亚坎案例研究","authors":"Sergio Arturo Renteria-Guevara, Jesus Gabriel Rangel Peraza, Abel Rivera-Buelna, Sergio Alberto Monjardin-Armenta, Antonio Jesus Sanhouse-Garcia, Fernando Garcia-Paez","doi":"10.2166/nh.2023.206","DOIUrl":null,"url":null,"abstract":"<div><div data- reveal-group-><div><img alt=\"graphic\" data-src=\"https://iwa.silverchair-cdn.com/iwa/content_public/journal/hr/54/12/10.2166_nh.2023.206/1/m_hydrology-d-23-00106gf01.png?Expires=1706783115&Signature=vA3BhYuYQzXH1ensmHqd5k4RsANlQIkolard92ZDBDK0md6q0973mnoUyoOIKGZH2GkeK8tG0mv7nJUBxmy1YLERIjDE6j3OHM0kTYtHI0zTbt5vjCJgjwiZU1Lv5s-anTxFhFCgKejAUkbYV3-fKq4xv9r33xMB-fV~pxTnZovJztAoDulVAeh-gPrz0Wh4HmyJOKMgwVSpaBSU6P1uAa2nfOr85oR4NdUe7HvfDmPzvmlrkxVeRb2gxIfMlN3CB-m5uI6rK281R6Ud2LZ~LqRyJfaE55JmvRCWUlF0XMowWmbACOzVh0g0p-bfmY3bhPcOwTMFkOT~FxSCrXe~vQ__&Key-Pair-Id=APKAIE5G5CRDK6RD3PGA\" path-from-xml=\"hydrology-d-23-00106gf01.tif\" src=\"https://iwa.silverchair-cdn.com/iwa/content_public/journal/hr/54/12/10.2166_nh.2023.206/1/m_hydrology-d-23-00106gf01.png?Expires=1706783115&Signature=vA3BhYuYQzXH1ensmHqd5k4RsANlQIkolard92ZDBDK0md6q0973mnoUyoOIKGZH2GkeK8tG0mv7nJUBxmy1YLERIjDE6j3OHM0kTYtHI0zTbt5vjCJgjwiZU1Lv5s-anTxFhFCgKejAUkbYV3-fKq4xv9r33xMB-fV~pxTnZovJztAoDulVAeh-gPrz0Wh4HmyJOKMgwVSpaBSU6P1uAa2nfOr85oR4NdUe7HvfDmPzvmlrkxVeRb2gxIfMlN3CB-m5uI6rK281R6Ud2LZ~LqRyJfaE55JmvRCWUlF0XMowWmbACOzVh0g0p-bfmY3bhPcOwTMFkOT~FxSCrXe~vQ__&Key-Pair-Id=APKAIE5G5CRDK6RD3PGA\"/><div>View largeDownload slide</div></div></div><div content- data-reveal=\"data-reveal\"><div><img alt=\"graphic\" data-src=\"https://iwa.silverchair-cdn.com/iwa/content_public/journal/hr/54/12/10.2166_nh.2023.206/1/m_hydrology-d-23-00106gf01.png?Expires=1706783115&Signature=vA3BhYuYQzXH1ensmHqd5k4RsANlQIkolard92ZDBDK0md6q0973mnoUyoOIKGZH2GkeK8tG0mv7nJUBxmy1YLERIjDE6j3OHM0kTYtHI0zTbt5vjCJgjwiZU1Lv5s-anTxFhFCgKejAUkbYV3-fKq4xv9r33xMB-fV~pxTnZovJztAoDulVAeh-gPrz0Wh4HmyJOKMgwVSpaBSU6P1uAa2nfOr85oR4NdUe7HvfDmPzvmlrkxVeRb2gxIfMlN3CB-m5uI6rK281R6Ud2LZ~LqRyJfaE55JmvRCWUlF0XMowWmbACOzVh0g0p-bfmY3bhPcOwTMFkOT~FxSCrXe~vQ__&Key-Pair-Id=APKAIE5G5CRDK6RD3PGA\" path-from-xml=\"hydrology-d-23-00106gf01.tif\" src=\"https://iwa.silverchair-cdn.com/iwa/content_public/journal/hr/54/12/10.2166_nh.2023.206/1/m_hydrology-d-23-00106gf01.png?Expires=1706783115&Signature=vA3BhYuYQzXH1ensmHqd5k4RsANlQIkolard92ZDBDK0md6q0973mnoUyoOIKGZH2GkeK8tG0mv7nJUBxmy1YLERIjDE6j3OHM0kTYtHI0zTbt5vjCJgjwiZU1Lv5s-anTxFhFCgKejAUkbYV3-fKq4xv9r33xMB-fV~pxTnZovJztAoDulVAeh-gPrz0Wh4HmyJOKMgwVSpaBSU6P1uAa2nfOr85oR4NdUe7HvfDmPzvmlrkxVeRb2gxIfMlN3CB-m5uI6rK281R6Ud2LZ~LqRyJfaE55JmvRCWUlF0XMowWmbACOzVh0g0p-bfmY3bhPcOwTMFkOT~FxSCrXe~vQ__&Key-Pair-Id=APKAIE5G5CRDK6RD3PGA\"/><div>View largeDownload slide</div></div><i> </i><span>Close modal</span></div></div><p>Urban storm drainage is essential for the large part of the population living in cities with torrential rains to protect public urban infrastructure, private property, and human lives from flooding. The most important design parameter for urban storm drainage is the flow discharge, which is normally calculated with the area, runoff coefficient, and rainfall intensity depending on basin delineation. This requires highly accurate topographic information on the urbanized terrain that digital elevation models sometimes do not meet due to the lack of resolution. This study proposes criteria for delineating urban basins considering urbanization without requiring the usual topographic surveys. The proposed basin delineation is based on a high-resolution digital elevation model obtained from an unmanned aerial vehicle (UAV) and field verification of flow directions. As a result, the delineation of two urban basins was obtained: an urban basin within an area that drains exclusively to a sinkhole and another basin that additionally drains out through other points of the divide. The latter basin does not comply with the traditional concept of a hydrological basin because it has more than one outlet. In addition, this basin has an area that is 38% of the total area draining into the sinkhole.</p>","PeriodicalId":13096,"journal":{"name":"Hydrology Research","volume":"30 1","pages":""},"PeriodicalIF":2.6000,"publicationDate":"2023-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Selecting criteria for urban basin delineation based on UAV photogrammetry: a case study in Culiacan, Mexico\",\"authors\":\"Sergio Arturo Renteria-Guevara, Jesus Gabriel Rangel Peraza, Abel Rivera-Buelna, Sergio Alberto Monjardin-Armenta, Antonio Jesus Sanhouse-Garcia, Fernando Garcia-Paez\",\"doi\":\"10.2166/nh.2023.206\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div data- reveal-group-><div><img alt=\\\"graphic\\\" data-src=\\\"https://iwa.silverchair-cdn.com/iwa/content_public/journal/hr/54/12/10.2166_nh.2023.206/1/m_hydrology-d-23-00106gf01.png?Expires=1706783115&Signature=vA3BhYuYQzXH1ensmHqd5k4RsANlQIkolard92ZDBDK0md6q0973mnoUyoOIKGZH2GkeK8tG0mv7nJUBxmy1YLERIjDE6j3OHM0kTYtHI0zTbt5vjCJgjwiZU1Lv5s-anTxFhFCgKejAUkbYV3-fKq4xv9r33xMB-fV~pxTnZovJztAoDulVAeh-gPrz0Wh4HmyJOKMgwVSpaBSU6P1uAa2nfOr85oR4NdUe7HvfDmPzvmlrkxVeRb2gxIfMlN3CB-m5uI6rK281R6Ud2LZ~LqRyJfaE55JmvRCWUlF0XMowWmbACOzVh0g0p-bfmY3bhPcOwTMFkOT~FxSCrXe~vQ__&Key-Pair-Id=APKAIE5G5CRDK6RD3PGA\\\" path-from-xml=\\\"hydrology-d-23-00106gf01.tif\\\" src=\\\"https://iwa.silverchair-cdn.com/iwa/content_public/journal/hr/54/12/10.2166_nh.2023.206/1/m_hydrology-d-23-00106gf01.png?Expires=1706783115&Signature=vA3BhYuYQzXH1ensmHqd5k4RsANlQIkolard92ZDBDK0md6q0973mnoUyoOIKGZH2GkeK8tG0mv7nJUBxmy1YLERIjDE6j3OHM0kTYtHI0zTbt5vjCJgjwiZU1Lv5s-anTxFhFCgKejAUkbYV3-fKq4xv9r33xMB-fV~pxTnZovJztAoDulVAeh-gPrz0Wh4HmyJOKMgwVSpaBSU6P1uAa2nfOr85oR4NdUe7HvfDmPzvmlrkxVeRb2gxIfMlN3CB-m5uI6rK281R6Ud2LZ~LqRyJfaE55JmvRCWUlF0XMowWmbACOzVh0g0p-bfmY3bhPcOwTMFkOT~FxSCrXe~vQ__&Key-Pair-Id=APKAIE5G5CRDK6RD3PGA\\\"/><div>View largeDownload slide</div></div></div><div content- data-reveal=\\\"data-reveal\\\"><div><img alt=\\\"graphic\\\" data-src=\\\"https://iwa.silverchair-cdn.com/iwa/content_public/journal/hr/54/12/10.2166_nh.2023.206/1/m_hydrology-d-23-00106gf01.png?Expires=1706783115&Signature=vA3BhYuYQzXH1ensmHqd5k4RsANlQIkolard92ZDBDK0md6q0973mnoUyoOIKGZH2GkeK8tG0mv7nJUBxmy1YLERIjDE6j3OHM0kTYtHI0zTbt5vjCJgjwiZU1Lv5s-anTxFhFCgKejAUkbYV3-fKq4xv9r33xMB-fV~pxTnZovJztAoDulVAeh-gPrz0Wh4HmyJOKMgwVSpaBSU6P1uAa2nfOr85oR4NdUe7HvfDmPzvmlrkxVeRb2gxIfMlN3CB-m5uI6rK281R6Ud2LZ~LqRyJfaE55JmvRCWUlF0XMowWmbACOzVh0g0p-bfmY3bhPcOwTMFkOT~FxSCrXe~vQ__&Key-Pair-Id=APKAIE5G5CRDK6RD3PGA\\\" path-from-xml=\\\"hydrology-d-23-00106gf01.tif\\\" src=\\\"https://iwa.silverchair-cdn.com/iwa/content_public/journal/hr/54/12/10.2166_nh.2023.206/1/m_hydrology-d-23-00106gf01.png?Expires=1706783115&Signature=vA3BhYuYQzXH1ensmHqd5k4RsANlQIkolard92ZDBDK0md6q0973mnoUyoOIKGZH2GkeK8tG0mv7nJUBxmy1YLERIjDE6j3OHM0kTYtHI0zTbt5vjCJgjwiZU1Lv5s-anTxFhFCgKejAUkbYV3-fKq4xv9r33xMB-fV~pxTnZovJztAoDulVAeh-gPrz0Wh4HmyJOKMgwVSpaBSU6P1uAa2nfOr85oR4NdUe7HvfDmPzvmlrkxVeRb2gxIfMlN3CB-m5uI6rK281R6Ud2LZ~LqRyJfaE55JmvRCWUlF0XMowWmbACOzVh0g0p-bfmY3bhPcOwTMFkOT~FxSCrXe~vQ__&Key-Pair-Id=APKAIE5G5CRDK6RD3PGA\\\"/><div>View largeDownload slide</div></div><i> </i><span>Close modal</span></div></div><p>Urban storm drainage is essential for the large part of the population living in cities with torrential rains to protect public urban infrastructure, private property, and human lives from flooding. The most important design parameter for urban storm drainage is the flow discharge, which is normally calculated with the area, runoff coefficient, and rainfall intensity depending on basin delineation. This requires highly accurate topographic information on the urbanized terrain that digital elevation models sometimes do not meet due to the lack of resolution. This study proposes criteria for delineating urban basins considering urbanization without requiring the usual topographic surveys. The proposed basin delineation is based on a high-resolution digital elevation model obtained from an unmanned aerial vehicle (UAV) and field verification of flow directions. As a result, the delineation of two urban basins was obtained: an urban basin within an area that drains exclusively to a sinkhole and another basin that additionally drains out through other points of the divide. The latter basin does not comply with the traditional concept of a hydrological basin because it has more than one outlet. In addition, this basin has an area that is 38% of the total area draining into the sinkhole.</p>\",\"PeriodicalId\":13096,\"journal\":{\"name\":\"Hydrology Research\",\"volume\":\"30 1\",\"pages\":\"\"},\"PeriodicalIF\":2.6000,\"publicationDate\":\"2023-12-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Hydrology Research\",\"FirstCategoryId\":\"93\",\"ListUrlMain\":\"https://doi.org/10.2166/nh.2023.206\",\"RegionNum\":4,\"RegionCategory\":\"环境科学与生态学\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q2\",\"JCRName\":\"WATER RESOURCES\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Hydrology Research","FirstCategoryId":"93","ListUrlMain":"https://doi.org/10.2166/nh.2023.206","RegionNum":4,"RegionCategory":"环境科学与生态学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"WATER RESOURCES","Score":null,"Total":0}
引用次数: 0
摘要
View largeDownload slideView largeDownload slide Close modal城市暴雨排水对于生活在暴雨城市中的大部分人来说至关重要，它可以保护城市公共基础设施、私人财产和人类生命免受洪水侵袭。城市暴雨排水系统最重要的设计参数是流量，通常根据流域的划分，用面积、径流系数和降雨强度来计算流量。这需要城市化地形的高精度地形信息，而数字高程模型由于分辨率不足，有时无法满足这一要求。本研究提出了考虑城市化的城市流域划分标准，而不需要通常的地形测量。拟议的流域划分是基于无人机（UAV）获得的高分辨率数字高程模型和对水流方向的实地验证。结果，获得了两个城市盆地的划分：一个是一个区域内的城市盆地，其排水完全流向一个天坑；另一个盆地则另外通过分水岭的其他点排出。后一个盆地不符合传统的水文盆地概念，因为它有不止一个出口。此外，该流域的面积占排入天坑的总面积的 38%。
Selecting criteria for urban basin delineation based on UAV photogrammetry: a case study in Culiacan, Mexico
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Close modal
Urban storm drainage is essential for the large part of the population living in cities with torrential rains to protect public urban infrastructure, private property, and human lives from flooding. The most important design parameter for urban storm drainage is the flow discharge, which is normally calculated with the area, runoff coefficient, and rainfall intensity depending on basin delineation. This requires highly accurate topographic information on the urbanized terrain that digital elevation models sometimes do not meet due to the lack of resolution. This study proposes criteria for delineating urban basins considering urbanization without requiring the usual topographic surveys. The proposed basin delineation is based on a high-resolution digital elevation model obtained from an unmanned aerial vehicle (UAV) and field verification of flow directions. As a result, the delineation of two urban basins was obtained: an urban basin within an area that drains exclusively to a sinkhole and another basin that additionally drains out through other points of the divide. The latter basin does not comply with the traditional concept of a hydrological basin because it has more than one outlet. In addition, this basin has an area that is 38% of the total area draining into the sinkhole.
期刊介绍：
Hydrology Research provides international coverage on all aspects of hydrology in its widest sense, and welcomes the submission of papers from across the subject. While emphasis is placed on studies of the hydrological cycle, the Journal also covers the physics and chemistry of water. Hydrology Research is intended to be a link between basic hydrological research and the practical application of scientific results within the broad field of water management.
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