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Dissertations / Theses on the topic 'Detention ponds'

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Published: 10 January 2023

Last updated: 31 July 2025

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1

Bauer, Richard D. "Optimization of detention ponds for urbanizing watersheds /." Available to subscribers only, 2008. http://proquest.umi.com/pqdweb?did=1559856651&sid=14&Fmt=2&clientId=1509&RQT=309&VName=PQD.

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2

Kaye, Kriss Young. "Phosphorus accumulation in bottom sediments of retention/detention ponds." Master's thesis, University of Central Florida, 1993. http://digital.library.ucf.edu/cdm/ref/collection/RTD/id/71670.

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University of Central Florida College of Engineering Thesis<br>Laboratory and field studies were conducted to characterize phosphorus in bottom sediments for retention/detention ponds. The laboratory studies, including batch and column experiments, were conducted to assess possible removal processes. Sediment core samples were collected from detention ponds receiving urban runoff. These cores were analyzed for phosphorus at different layers including accumulated top sediments and the lower parent soil beneath it at a depth of 1, 3, 5, 10 and greater than 10 cm. The phosphorus accumulation

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3

Färm, Carina. "Constructed Filters and Detention Ponds for Metal Reduction in Storm Water." Doctoral thesis, Mälardalens högskola, Institutionen för samhällsteknik, 2003. http://urn.kb.se/resolve?urn=urn:nbn:se:mdh:diva-55.

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4

Scott, Kenneth A. "Nutrient characteristics of urban stormwater detention ponds on the Canadian Prairies." Thesis, Edinburgh Napier University, 1997. http://researchrepository.napier.ac.uk/Output/4268.

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The use of artificial ponds for the temporary storage of urban stormwater runoff is a commonly used environmental engineering practice in North America. By releasing runoff at a rate slower than the initial generation rate, on-line flood control is achieved. Urban runoff typically has a high eutrophication potential, so that single unit detention ponds may sustain excess algal/macrophyte growth within only a few years of construction. A research project was undertaken between 1992 and 1995 on stormwater detention ponds in the Province of Saskatchewan, Canada. Three ponds aged 15 to 17 years ol

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5

Omar, Mohie Eldeen Mohamed Ahmed [Verfasser]. "Improvement of Detention Ponds with Respect to Salinity / Mohie Eldeen Mohamed Ahmed Omar." Aachen : Shaker, 2011. http://d-nb.info/108076495X/34.

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6

Sanousi, Sanousi Salem. "A method for assessing the use of small water impoundments for sediment detention and local water supplies on the Wadi Zarat watershed, northwestern Libya." Diss., The University of Arizona, 1985. http://etd.library.arizona.edu/etd/GetFileServlet?file=file:///data1/pdf/etd/azu_e9791_1985_240_sip1_w.pdf&type=application/pdf.

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7

Kabbani, Muhieddine Saadeddine. "Using PCSWMM to simulate first flush and assess performance of extended dry detention ponds as structural stormwater BMPs in a large polluted urban watershed." Diss., University of Iowa, 2015. https://ir.uiowa.edu/etd/1653.

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Urbanization and increase of impervious areas impact stormwater runoff and can pollute receiving waters. Total suspended solids (TSS) are of particular concern as they can act as a transport agent for other pollutants. Moreover, the existence of the first flush phenomenon (FF), whereby the first stage of storm runoff is the most concentrated, can also have profound ecological effects on receiving waters. Understanding the various types of pollutants in watershed stormwater, their correlation with rainfall parameters (precipitation depth and previous dry days) and with TSS, and the existence of

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8

Hoeppner, Ana Flávia da Silva. "Comportamento de variáveis físicas, químicas e da eficiência de sistemas de lagoas de estabilização em ambiente tropical (Vale do Ribeira de Iguape, SP)." Universidade de São Paulo, 2007. http://www.teses.usp.br/teses/disponiveis/18/18138/tde-31102008-132720/.

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As lagoas de estabilização compõem sistemas de tratamento de águas residuárias sujeitos à variação de eficiência decorrente, dentre outros fatores, das variações climáticas. A variação de eficiência e da estratificação em lagoas de estabilização, localizadas em ambiente subtropical, em diferentes épocas do ano, foi o principal objetivo dessa pesquisa. Para essa finalidade, a eficiência de dois sistemas de lagoas de estabilização localizadas no Vale do Ribeira de Iguape (SP) - nas cidades de Jacupiranga e Pariquera-Açu - foi determinada, em período sazonal (quatro épocas do ano) e semanal (três

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9

Hodges, Kimberly Jean. "Assessing Urban Non-Point Source pollutants at the Virginia Tech Extended Dry Detention Pond." Thesis, Virginia Tech, 1997. http://hdl.handle.net/10919/36582.

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With a growing concern for the environment and increasing urbanization of rural areas, understanding the characteristics of urban non-point source pollution has become a focus for water quality investigators. Once thought to be a small contributor to the pollution problem, urban non-point sources are now responsible for transporting over 50% of all pollutants into natural waterways. Assessing non-point source pollution is the key to future water quality improvements in natural receiving waters. The purpose of this research was to investigate the water quality of an urbanized watershed, anal

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10

Brown, Anthony Turner Franklin. "Examination of influential variables biological leaching of trace metals from stormwater detention pond sediments." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp04/mq20611.pdf.

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11

Vickers, Shannon Lynne. "Metal mobility in a stormwater detention pond, investigating metal mobility and sediment-water exchange." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape8/PQDD_0002/MQ46012.pdf.

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12

Silva, Selma Tha?s Bruno da. "Uso urbano n?o pot?vel de ?gua de lagoas do sistema de drenagem de Natal." Universidade Federal do Rio Grande do Norte, 2011. http://repositorio.ufrn.br:8080/jspui/handle/123456789/15976.

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Made available in DSpace on 2014-12-17T15:03:26Z (GMT). No. of bitstreams: 1 SelmaTBS_DISSERT.pdf: 3810080 bytes, checksum: 8b739c6a2157b745d52a0808728726c9 (MD5) Previous issue date: 2011-06-27<br>Coordena??o de Aperfei?oamento de Pessoal de N?vel Superior<br>The detention and infiltration ponds of urban drainage system has function to protect the population from undesirable effects of floods. In general these ponds are not completly used and it potential is wasted. As it are disseminated at different places at cities it can reduce costs with water transport and permit water preservation of

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13

Caporuscio, Elizabeth. "EVALUATION OF A SEQUENTIAL POND SYSTEM FOR DETENTION AND TREATMENT OF RUNOFF AT SKYPARK, SANTA'S VILLAGE." CSUSB ScholarWorks, 2018. https://scholarworks.lib.csusb.edu/etd/773.

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Understanding the extent to which human activities impact surface water resources has become increasingly important as both human population growth and related landscape changes impact water quality and quantity across varying geographical scales. Skypark, Santa’s Village is a 233.76-acre tourism-based outdoor recreation area located in Skyforest, California residing within the San Bernardino National Forest. The park is situated at Hooks Creek, the headwaters of the Mojave River Watershed, and is characterized by a diverse landscape that includes forest cover and human development, including

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14

Ryan, Patrick. "REDUCING EFFLUENT PHOSPHORUS AND NITROGEN CONCENTRATIONS FROM A STORMWATER DETENTION POND USING A CHAMBER UPFLOW FILTER AND SKIM." Master's thesis, University of Central Florida, 2008. http://digital.library.ucf.edu/cdm/ref/collection/ETD/id/4307.

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Stormwater runoff is a known pollutant source capable of causing surface water degradation, especially in highly populated areas such as Central Florida. Wet detention ponds manage this stormwater, but most of the ponds do not remove enough nutrients, specifically nitrogen and phosphorus, to meet TMDL regulations. This research provides a possible addition to a detention pond in Seminole County, Florida using a Chamber Upflow Filter and Skimmer (CUFS), which can increase the removal of phosphorus and nitrogen by the system. Water enters the system through the skimmer, which floats on the surfa

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Nipper, Joel. "Measurement and modeling of stormwater from small suburban watersheds in Vermont." ScholarWorks @ UVM, 2016. http://scholarworks.uvm.edu/graddis/444.

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Despite decades of U.S. water quality management efforts, over half of assessed waterbody units were threatened or impaired for designated uses in the most recent assessments, with urban runoff being a leading contributor to those impairments. This cumulative research explores several aspects of urban runoff dynamics through a combination of field study and modeling. Stormwater ponds are ubiquitous in developed landscapes due to their ability to provide multiple forms of treatment for stormwater runoff. However, evolving design goals have reduced the applicability of much of the early work tha

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16

Campbell, Vivian. "The effect of chloride concentration and temperature on the partitioning of Cd, Cu and Pb between the dissolved and solid phases of an urban stormwater detention pond." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape8/PQDD_0005/MQ46007.pdf.

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17

Bozkurt, Okan Cagri. "Operation Of The Water Control Structures." Master's thesis, METU, 2013. http://etd.lib.metu.edu.tr/upload/12615419/index.pdf.

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Floods are one of the most important natural disasters regarding damages caused by them. Major reasons of huge damages of floods are unplanned urbanization, narrowing of river beds and incorrect operation of water control structures. Geographic Information Systems (GIS) can provide important tools to be used in flood modeling studies. In this study, Lake Mogan, Lake Eymir and Incesu Detention Pond subbasins are studied for flooding events within GIS framework. These subbasins are important catchment areas of city of Ankara with total drainage area of 1070 km2. Soil Conservation Service (SCS) m

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18

Jones, Jamie. "Chemophysical Characteristics and Application of Biosorption Activated Media (BAM) for Copper and Nutrient Removal in Stormwater Management." Master's thesis, University of Central Florida, 2013. http://digital.library.ucf.edu/cdm/ref/collection/ETD/id/5954.

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For high groundwater table areas, stormwater wet detention ponds are utilized as the preferred stormwater management throughout the state of Florida. Previous research has found that accumulations of nutrients, algae, heavy metals, pesticides, chlorophyll a, fecal coliform bacteria and low concentrations of dissolved oxygen (DO) are common characteristics of stormwater wet detention ponds. Although these pollutant levels are not regulated within the ponds, states are required to compute the pollutant load reductions through total maximum daily load (TMDL) programs to meet the water quality r

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19

Chan-YuTsai and 蔡蟬羽. "Evaluation of the Effectiveness of Detention Ponds-A Case of Rende Detention Pond." Thesis, 2017. http://ndltd.ncl.edu.tw/handle/2698gk.

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20

Chian, Ching-Hung, and 江金鴻. "Peak-flow Reduction Rate for Flood Detention Ponds." Thesis, 2001. http://ndltd.ncl.edu.tw/handle/09551860648096090159.

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碩士<br>國立屏東科技大學<br>水土保持系<br>90<br>ABSTRACT As population increases, the demand of land use has become the focus on sloping lands in Taiwan. To minimize the flash flood occurrence, the construction of detention ponds is one of the requirements in sloping land development. Therefore, a 1:40 scaled-down model was used to identify the effect of inflow hydrograph characteristics, volume of detention pond, and the nature of drainage outlet on peak-flow reduction rate. Based on the experiment results, peak-flow reduction rate generally increases as the slope of inflow hydrograph’

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21

Lin, Po Hung, and 林柏宏. "The Factor Analysis of The Consecutive Flood Detention Ponds." Thesis, 2006. http://ndltd.ncl.edu.tw/handle/01091126969471162382.

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碩士<br>中興大學<br>水土保持學系所<br>94<br>The flood calamity often takes place in torrential rain season in the hillside of Taiwan. The annual average rainfall is up to 2,500mm in Taiwan. The rainfall in mountain area is greater than that in plain area. But the uneven space and time distribution of the rainfall usually causes the regional water supply shortage, It makes the influence to the industrial products and the residential water supply. The detention ponds which are required in the development of the slopeland, can be divided into single flood detention pond and consecutive flood detention ponds b

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22

Shinde, Pallavi Shashank. "Multi-use of stormwater detention ponds in parks and open spaces." 2002. http://purl.galileo.usg.edu/uga%5Fetd/shinde%5Fpallavi%5Fs%5F200212%5Fmla.

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23

Shen, Shen-Yu, and 沈昱伸. "Investigating the Trapping Efficiency of Detention and Deposit ponds by using a Hydrodynamic Model." Thesis, 2016. http://ndltd.ncl.edu.tw/handle/34237731748671224667.

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碩士<br>國立中興大學<br>水土保持學系所<br>104<br>According to the Soil and Water Conservation technology norms of the Soil and Water Conservation Bureau of the Council of Agriculture of Executive Yuan, people should dredging at least one time each year when setting up the trapping efficiency of detention and deposit ponds inside the development base on the slope land, in order to maintain enough volume of detention and deposit ponds. Moreover, people should consider the convenience of dredging when designing, and maintaining adequate air ventilationlest for producing biogas which may cause danger This resear

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24

Tu, Shih-Ben, and 凃世本. "Study on the Function Difference Analysis for the On-Site and Off-Site Detention Ponds." Thesis, 2010. http://ndltd.ncl.edu.tw/handle/38719470184429781333.

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碩士<br>國立中興大學<br>水土保持學系所<br>98<br>Since Taiwan is intensely populated with narrow-strip of land as well as limited natural resources, large-scale development of river upstream catchment region has, with fast progress of economic, largely reduced the size of forest and paddy field that performs the function as natural reservoir as it can effect to conserve water sources and lower flood peak. Furthermore, with increase of impermeable size as buildings and roads it has resulted in runoff to quickly converge and flood water increase tremendously; as such, flood control and drainage facilities at do

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25

Lin, Ming-kun, and 林明坤. "Case Study for the Reliability Analysis on the Detention Ponds in Southern Taiwan Science Park." Thesis, 2008. http://ndltd.ncl.edu.tw/handle/28886216761977481409.

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碩士<br>國立成功大學<br>水利及海洋工程學系專班<br>96<br>The regional development has changed the water permeability of ground and increased the area of non-permeable surface in the development zone. When a rain storm occurs, the total surface runoff is increased and the time of concentration reduced, and the peak flow is increased accordingly. So the downstream drainage system of the development zone gets a heavier load. The detention ponds have been created in the Southern Taiwan Science Park as it is naturally low-lying. 　And the detention ponds would be regarded as failure to reach the expected function if it

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Huang, Chung-Hsing, and 黃中信. "Effects of using Suitable Detention Ponds for San-yei River Basin Integrated Flood Control Plan." Thesis, 2007. http://ndltd.ncl.edu.tw/handle/72029791708738194854.

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碩士<br>國立成功大學<br>水利及海洋工程學系碩博士班<br>95<br>The environmental and climatic changes and rapid urbanization of some areas in Taiwan have caused serious flooding several times in these areas. This is owing to the shorter concentration time and higher peak value of the rainfall runoff. In recent years integrated flood control method, such as including the use of retention ponds to mitigate flood damages, has been proposed. Not only the water stored in the retentions can reduce peak discharge, but also it creates other benefits, such as it can become very good ecologic and landscape parks. In addition,

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27

Lee, Yu-sheng, and 李宇陞. "Numerical assessments of infiltration efficiency for gravel piles installed in detention ponds in metropolitan areas." Thesis, 2015. http://ndltd.ncl.edu.tw/handle/15972634125551438648.

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碩士<br>國立中央大學<br>應用地質研究所<br>103<br>The development of metropolitan leads to creasing impermeable surface areas, which therefore induce the risk of flooding in storm seasons. Installing gravel piles in the open areas such as parks or detention ponds in metropolitan areas provides alternatives to increase the infiltration of storm water. The objectives of the study are to quantify the infiltration efficiency of gravel piles installed in a retention pond. The numerical FEMWATER model associated with field and laboratory experiments are employed to assess the improvements of infiltration influenced

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Omar, Mohie Eldeen Mohamed Ahmed [Verfasser]. "Improvement of detention ponds with respect to salinity / vorgelegt von Mohie Eldeen Mohamed Ahmed Aly Omar." 2010. http://d-nb.info/1010706829/34.

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29

Yang, Chih-Hsiang, and 楊至翔. "A study of optimum placement sites and benefits evaluation for silting and detention ponds at the Linkou Terrace." Thesis, 2016. http://ndltd.ncl.edu.tw/handle/00215584463019977435.

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碩士<br>國立中興大學<br>水土保持學系所<br>104<br>ABSTRACT Soil type at Linkou Terrace is laterite with low infiltration. The increase of impervious areas will reduce the ability of water conservation due to large-scale development. Generally, the silting and detention ponds designed at the developing sites are all considered the volumes of detention and/or sedimentation only according to the Soil and Water Conservation Act. Hence, the amount of excessive runoff increased from development sites should be concerned and discussed. This study focused on the feasibility of creating the traditional silting and det

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30

Burgess, Nathan Alan. "Combining field data and computer modeling to improve designs for two wet detention ponds in James City County, VA /." 2009. http://hdl.handle.net/10288/1073.

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31

Goff, Karen Marie. "A sensitivity analysis of the influence of watershed and development characteristics on the cumulative impacts of stormwater detention ponds." 2003. http://etd.utk.edu/2003/GoffKaren.pdf.

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Thesis (M.S.)--University of Tennessee, Knoxville, 2003.<br>Title from title page screen (viewed Sept., 24, 2003). Thesis advisor: Randall W. Gentry. Document formatted into pages (viii, 164 p. : ill. (some col., col. maps)). Vita. Includes bibliographical references (p. 117-122).

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32

Huang, Zun-Lin, and 黃俊霖. "Hydraulic Characteristic of Detention Pond." Thesis, 1997. http://ndltd.ncl.edu.tw/handle/96970022261865243302.

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33

Huang, Chun-Lin, and 黃俊霖. "Hydraulic Characteristic of Detention Pond." Thesis, 1997. http://ndltd.ncl.edu.tw/handle/81821039190204214112.

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碩士<br>國立臺灣大學<br>農業工程學系<br>85<br>The object of this study was to explore the hydraulic characteristics of detention pond. The designation of detention pond may be affected by many factors, especially the relationship of the opening type of detention dam anddischarge. After reviewing the paper, this study is based on the jet flow theory of the orifice flow and find the discharge coefficient which is dimensionless parameter through the analysis of the dimension. With flume experi

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34

Lin, Yiou-De, and 林祐德. "Study on The Detention Effect of The Consecutive Detention Pond." Thesis, 2007. http://ndltd.ncl.edu.tw/handle/41113523097211635606.

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碩士<br>中興大學<br>水土保持學系所<br>95<br>The detention ponds, which are required in the development of the slopeland, can be divided into single flood detention pond and consecutive flood detention ponds by the reasons of cost and land use. In this study, we establish the hydrology theory for the single flood detention pond and the consecutive flood detention ponds. We also made a flume experiment. We compared detention volume with the single flood detention pond and the consecutive flood detention ponds. Also, with the same outflow and inflow, we discussed the detention effect for different flume slope

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35

CHEN, BO-SHUO, and 陳柏碩. "A study of neighborhood development due to detention pond settings - In case of Baoye detention pond." Thesis, 2016. http://ndltd.ncl.edu.tw/handle/84dc2p.

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碩士<br>高苑科技大學<br>土木工程研究所<br>104<br>Due to the rapid development of the city, causing the surface topography changes, so that the agricultural depression of the original function of the flood has disappeared completely, and because of climate change, hydrological extreme events continue to occur, resulting in significant increase in rainfall runoff, resulting in urban areas whenever heavy rain often due to vent less rain and water. The specific district of Cheng Ching Lake and Fengshan-Chishan area in Kaohsiung City, due to the upstream Becks Lake detention function is obviously insufficient, le

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Liu, Chin-yi, and 劉欽益. "Detention Pond Sizing for Released Farmland." Thesis, 2001. http://ndltd.ncl.edu.tw/handle/53579896756823739582.

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碩士<br>國立中興大學<br>土木工程學系<br>89<br>About the detention pond sizing for released farmland. This research use the Diffusive Tank Model and the parameters of paddy and dry field which was estimated to simulate the runoff difference of the released farmland. According to the runoff difference, this research use three types of detention pond to estimate the area of the detention pond. Because the current on the flat area was easily influenced by the downstream water. This research add the influence of downstream water when size the detention pond. According the result of this research,

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Chang, Yu Ching, and 余慶璋. "Study on the design of detention pond." Thesis, 1999. http://ndltd.ncl.edu.tw/handle/97096423825909599355.

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碩士<br>國立中央大學<br>土木工程研究所<br>87<br>Due to the rapid growth of commercial activities, the demand for land after developed increases necessary in Taiwan, the development of slopeland which amounts to two third of the area of Taiwan will be an inevitable trend in the furture. It is recognized that development in mountainous catchments may increase the impervious ground surface and decrease the length of runoff path to the toe of hill slopes. These physical changes alter the characteristices of runoff and reduce the natural storage capacity in catchment. One of the result is the augmentation of peak

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Deng, Shiue-Chian, and 鄧學謙. "Study on Different Types of Detention Pond." Thesis, 2017. http://ndltd.ncl.edu.tw/handle/efe3n6.

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碩士<br>國立臺灣大學<br>生物環境系統工程學研究所<br>105<br>The object of this study was to explore the hydrological and hydraulic characteristics of detention pond. The designation of detention pond may be affected by many factors, especially the relationship of the peak discharge, the detention volume and the forms of detention pond. After reviewing the paper, this study used the Rational Formula and the Triangular Unit Hydrograph method to estimate the detention volume of the development case, and with the flume experiment under fixed slope to analyze the difference at the same flow rate between the different t

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Ta, Hung, and 蔡宏達. "Regulatory Capability of A Double-basin Detention Pond." Thesis, 2007. http://ndltd.ncl.edu.tw/handle/86769313822760117873.

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碩士<br>國立成功大學<br>水利及海洋工程學系專班<br>95<br>Abstract The most important functions of flood detention facility are to reduce the run-off peak and delay the peak time. The purpose of installing detention pond is to regulate the outflow of developed catchment back to its original state of prior to the development. The detention pond regulates the outflow to the downstream with effective detention volume and release facilities. Due to uncontrolled release design of a detention basin, the outflow pattern after development can not be restored to its original shape. Therefore the related regulations, s

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40

Hong, Yao-Ming, and 洪耀明. "Study of Hydrological Routing Models for Detention Pond." Thesis, 2002. http://ndltd.ncl.edu.tw/handle/39954140739495524008.

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博士<br>國立中興大學<br>土木工程學系<br>90<br>During the rainy season in Taiwan, mud slides and heavy floods often occur. Steep mountains and hillsides aid this dangerous phenomenon. The hillslope development is necessary to protect the growing population and the amount of livable land that is reducing. As land cover decreases and impervious area increases, the infiltration rate will reduce and add to the overland flow rate. An extremely high amount of sediment runoff comes from earthwork and bare land. Using detention facilities to control storm water runoff and the sediment outflow rate will avoid such ad

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Yang, Kuo Hsun, and 楊國勳. "Optimal Design for a Double-Basin Detention Pond System." Thesis, 1995. http://ndltd.ncl.edu.tw/handle/12432167951979991900.

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42

Chen, Wei-Ting, and 陳葦庭. "Hydrologic Analysis for Detention Pond Design in Hillslope Development." Thesis, 1999. http://ndltd.ncl.edu.tw/handle/49665817427529638817.

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碩士<br>國立臺灣大學<br>農業工程學研究所<br>87<br>Developments in hillslope area have increased dramatically over the last decade. These developments often result in flooding problems and water quality deterioration for the receiving water bodies due to inappropriate hydrologic designs. Although the authoritative agency has established hydrologic design criteria and procedures for hillslope development projects, these criteria violate many basic hydrologic principles, and the design rationale contradict standard hydrologic design procedures. In this study we thoroughly review the current design cri

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Chen, Wei-Fu, and 陳威甫. "A Study of Windows-Based Design for Detention Pond." Thesis, 2001. http://ndltd.ncl.edu.tw/handle/27524439083506392645.

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碩士<br>國立中興大學<br>土木工程學系<br>89<br>Abstract A detention basin in a hillslope area is used to reduce the peak flows downstream by temporary detention of inflow in the basin. In this study, the hydrographic characteristics of Taiwan and rational formula will be conformed, and the sideslope and base discharge in the detention pond will also be considered. A nonlinear first-order ordinary differential equation for detention basins could be deduced by the continuity equation. Using the Runge-Kutta method and the trial and error method, the governing continuity equation could be resolved

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Tai-Sheng, Yeh, and 葉台生. "An Evaluation on the Storage Efficiency of Detention Pond." Thesis, 2003. http://ndltd.ncl.edu.tw/handle/80627142707092730146.

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碩士<br>國立屏東科技大學<br>土木工程系碩士班<br>91<br>Abstract Based on the concept of The Puls Method, a routing procedure for detention pond is developed in this study. The precipitation data of 13 storms were selected from the past 44 years rainfall records of Ping Tung Station provided by the Seventh River Basin Management Bureau Water Resources Agency, Ministry of Economic Affairs, for detention pond routing. In the routing, the maximum allowable rainfall intensity is defined for comparing with hourly rainfall in order to evaluate the storage efficiency of the detention pond. From the

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Voorhees, John G. "Modeling seepage field performance for urban detention pond discharges." 1989. http://catalog.hathitrust.org/api/volumes/oclc/19525997.html.

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Thesis (M.S.)--University of Wisconsin--Madison, 1989.<br>Typescript. eContent provider-neutral record in process. Description based on print version record. Includes bibliographical references (leaves 91-92).

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Wang, Chien-Ching, and 王建清. "The Treatment Efficiency Evaluation of The Wet Detention Pond." Thesis, 2006. http://ndltd.ncl.edu.tw/handle/6469e4.

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碩士<br>國立臺北科技大學<br>環境規劃與管理研究所<br>93<br>In recent years, it is taken under the watershare management and protection in the domestic and foreign，devotes in abundance to the researchs of the stormwater management and the non-point source (NPS) pollution control. The Best Management Practices (BMPs) is the application of the NPS pollution control technology. In the domestic, it also use the BMPs on the watershare management. However, because the BMPs technology are still for development stagein, The developments of local design, site placement even the mangement and the efficiency evaluation which

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Wu-Kun-Che and 吳坤哲. "Windows-Based Design of Detention Pond with Sutro Weir Outlet." Thesis, 2005. http://ndltd.ncl.edu.tw/handle/84604801462600982355.

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碩士<br>國立中興大學<br>土木工程學系<br>93<br>The detention facilities can effectively reduce the peak flow, delay the peak time of flood or increase the infiltrations. Their purpose is to reduce the impact of increasing peak discharge in the downstream region due to the development of hillslope area. Proper design of the detention pond outlet plays an important role to fully utilize the limited space of the space to be fully developed, it plays a decisive role in the design of detention pond .In contrast to the traditional rectangular weir or orifice the compound outlets gradually receive attention. This r

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Yi-RueyTsai and 蔡亦睿. "Performance of Detention Pond in Flood Mitigation under Continuous Simulation." Thesis, 2016. http://ndltd.ncl.edu.tw/handle/yk48x9.

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碩士<br>國立成功大學<br>水利及海洋工程學系<br>104<br>In order to better understand the long-term operation of water conservation facilities, such as detention ponds, this study uses “long-term continuous simulation” method to model Yiwu detention pond in Yunlin, Taiwan. Long-term continuous simulation method uses long-term hydrological inputting data to simulate hydrological flow over time. Water conservancy facilities in Taiwan were designed using a simulation method which only considers a single high return-period rainfall event. This method may not be sufficient for considering the impact of multiple rainfa

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Kang, Jia-Shiang, and 康嘉翔. "Hydraulic Characteristics of Detention Pond with Inverted V-notch Outlet." Thesis, 2007. http://ndltd.ncl.edu.tw/handle/56591388995684573522.

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碩士<br>國立中興大學<br>土木工程學系所<br>95<br>The study focused on the investigation of inverted V-notch weirs. Four types of inverted V-notch weir outlets were employed in the experiments. Based on the hydrology continuity equation together with a Runge-Kutta numerical model, the characteristics of flood detention can be calculated. The validity of the proposed numerical model was also verified by the measurement data from the experiments conducted in this research. The results of the study are summarized as follows: 1.By using the Runge-Kutta numerical model based on the governing equations from (3-17) t

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Chiang, Sheng-Feng, and 江昇峰. "Development and Application of Windows-Based Design of Detention Pond." Thesis, 2002. http://ndltd.ncl.edu.tw/handle/18390684393154110224.

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碩士<br>國立中興大學<br>土木工程學系<br>90<br>Because of the hillside-over-development in Taiwan, the soil infiltration rate has reduced and the impervious area has increased of the watershed. In the event of a flood, this situation results in disasters within the downstream areas. It is necessary to establish flood detention facilities to delay the peak time and to reduce the peak flow. Since that computer technology has been improved so much that we make the detention facilities design, previously by hands, now by computers. In this study, the input hydrographs use isosceles trapezoid hydrograph and trian

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