Relevant bibliographies by topics / EPA SWMM

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Book chapters
  4. Conference papers

Academic literature on the topic 'EPA SWMM'

Author: Grafiati
Published: 4 June 2021
Last updated: 4 February 2022

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the lists of relevant articles, books, theses, conference reports, and other scholarly sources on the topic 'EPA SWMM.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Journal articles on the topic "EPA SWMM"

1

Hossain, Sharif, Guna Alankarage Hewa, and Subhashini Wella-Hewage. "A Comparison of Continuous and Event-Based Rainfall–Runoff (RR) Modelling Using EPA-SWMM." Water 11, no. 3 (March 24, 2019): 611. http://dx.doi.org/10.3390/w11030611.

Full text
Abstract:
This study investigates the comparative performance of event-based and continuous simulation modelling of a stormwater management model (EPA-SWMM) in calculating total runoff hydrographs and direct runoff hydrographs. Myponga upstream and Scott Creek catchments in South Australia were selected as the case study catchments and model performance was assessed using a total of 36 streamflow events from the period of 2001 to 2004. Goodness-of-fit of the EPA-SWMM models developed using automatic calibration were assessed using eight goodness-of-fit measures including Nash–Sutcliff efficiency (NSE), NSE of daily high flows (ANSE), Kling–Gupta efficiency (KGE), etc. The results of this study suggest that event-based modelling of EPA-SWMM outperforms the continuous simulation approach in producing both total runoff hydrograph (TRH) and direct runoff hydrograph (DRH).
APA, Harvard, Vancouver, ISO, and other styles
2

Xiao, Dawei, Min Chen, Yuchen Lu, Songshan Yue, and Tao Hou. "Research on the Construction Method of the Service-Oriented Web-SWMM System." ISPRS International Journal of Geo-Information 8, no. 6 (June 7, 2019): 268. http://dx.doi.org/10.3390/ijgi8060268.

Full text
Abstract:
On a global scale, with the acceleration of urbanization and the continuous expansion of cities, the problem of urban flooding has become increasingly prominent. An increasing number of experts and scholars have begun to focus on this phenomenon and build corresponding models to solve the problem. The storm water management model 5 (SWMM5) is a dynamic rainfall-runoff simulation model developed by the US Environmental Protection Agency (EPA); this model simulates urban flooding and drainage well and is widely favored by researchers. However, the use of SWMM5 is relatively cumbersome and limited by the operational platform, and these factors hinder the further promotion and sharing of SWMM5. Based on the OpenGMS platform, this study first encapsulates, deploys, and publishes SWMM5 and further builds the Web-SWMM system for the model. With Web-SWMM, the user can conveniently use network data resources online and call SWMM5 to carry out calculations, avoiding the difficulties caused by the localized use of SWMM5 and enabling the sharing and reuse of SWMM5.
APA, Harvard, Vancouver, ISO, and other styles
3

Gülbaz, Sezar, and Cevza Melek Kazezyılmaz-Alhan. "An evaluation of hydrologic modeling performance of EPA SWMM for bioretention." Water Science and Technology 76, no. 11 (August 29, 2017): 3035–43. http://dx.doi.org/10.2166/wst.2017.464.

Full text
Abstract:
Abstract Recent techniques should be investigated in detail to avoid present and future problems of urbanization like flood, drought and water pollution. Low Impact Development (LID) Best Management Practices (BMPs) such as bioretentions, green roofs, rain barrels, vegetative swales, and permeable pavements have been implemented to diminish the adverse effects of urbanization. In this study, a hydrological model for a Rainfall-Watershed-Bioretention (RWB) system is developed by using the Environmental Protection Agency Storm Water Management Model (EPA SWMM). RWB system is an experimental setup which consists of an artificial rainfall system, a drainage area and four bioretention columns with different soil mixtures. The hydrological modeling capability of SWMM for bioretentions is presented using the experimental data obtained from the experiments conducted in the RWB system under different rainfall events and for bioretentions with different designs. Finally, the modeling results of SWMM are compared with the results of the Hydrological Model of RWB (HM-RWB) system. Results show that EPA SWMM performs well in modeling bioretentions whereas the results of HM-RWB are in better agreement with the experimental data.
APA, Harvard, Vancouver, ISO, and other styles
4

Kim, Jungho, Sungwook Choi, and Jingul Joo. "EPA SWMM-LID Modeling for Low Impact Development." Korean Society of Hazard Mitigation 17, no. 2 (January 19, 2017): 415–24. http://dx.doi.org/10.9798/kosham.2017.17.2.415.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

Dell, Tyler, Mostafa Razzaghmanesh, Sybil Sharvelle, and Mazdak Arabi. "Development and Application of a SWMM-Based Simulation Model for Municipal Scale Hydrologic Assessments." Water 13, no. 12 (June 11, 2021): 1644. http://dx.doi.org/10.3390/w13121644.

Full text
Abstract:
There is growing interest for the installation of green stormwater infrastructure (GSI) to improve stormwater control, increase infiltration of stormwater, and improve receiving water body quality. Planning level tools are needed to inform municipal scale decisions on the type and extent of GSI to apply. Here, a modified methodology is developed for the EPA Storm Water Management Model (SWMM) to create SWMM for Low Impact Technology Evaluation (SWWM-LITE) that enables municipal scale assessment of stormwater control measure (SCM) performance with minimal input data requirements and low processing time. Hydrologic outputs of SWMM-LITE are compared to those for SWMM and the National Stormwater Calculator (SWC) to assess the performance of SWMM-LITE. Three scenarios including the baseline without SCMs and the installation of varying SCMs were investigated. Across the three scenarios, SWMM-LITE estimates of annual average hydrologic performance (runoff, infiltration, and evaporation) were within +/−0.1% of estimates from a rigorously developed SWMM model in the City of Fort Collins, CO, for an evaluation of 30 years of continuous simulation. Analysis conducted for 2 year (y), 10 y, and 100 y storm events showed less than +/−2.5% difference between SWMM and SWMM-LITE hydrologic outputs. SWC provided reasonable estimates of hydrologic parameters for the case study area, but was designed for site level analyses of performance of SCMs rather than on the municipal scale. A sensitivity analysis revealed that the most sensitive parameters were primarily consistent for the SWMM-LITE and the complete SWMM. SWMM-LITE has low input data requirements and processing time and can be applied for assessing the hydrologic performance of SCMs to inform planning level decisions.
APA, Harvard, Vancouver, ISO, and other styles
6

Campisano, Alberto, Aurora Gullotta, and Carlo Modica. "Using EPA-SWMM to simulate intermittent water distribution systems." Urban Water Journal 15, no. 10 (November 26, 2018): 925–33. http://dx.doi.org/10.1080/1573062x.2019.1597379.

Full text
APA, Harvard, Vancouver, ISO, and other styles
7

Iffland, Ronja, Kristian Förster, Daniel Westerholt, María Herminia Pesci, and Gilbert Lösken. "Robust Vegetation Parameterization for Green Roofs in the EPA Stormwater Management Model (SWMM)." Hydrology 8, no. 1 (January 20, 2021): 12. http://dx.doi.org/10.3390/hydrology8010012.

Full text
Abstract:
In increasingly expanding cities, roofs are still largely unused areas to counteract the negative impacts of urbanization on the water balance and to reduce flooding. To estimate the effect of green roofs as a sustainable low impact development (LID) technique on the building scale, different approaches to predict the runoff are carried out. In hydrological modelling, representing vegetation feedback on evapotranspiration (ET) is still considered challenging. In this research article, the focus is on improving the representation of the coupled soil–vegetation system of green roofs. Relevant data to calibrate and validate model representations were obtained from an existing field campaign comprising several green roof test plots with different characteristics. A coupled model, utilizing both the Penman–Monteith equation to estimate ET and the software EPA stormwater management model (SWMM) to calculate the runoff, was set up. Through the application of an automatic calibration procedure, we demonstrate that this coupled modelling approach (Kling–Gupta efficiency KGE = 0.88) outperforms the standard ET representation in EPA SWMM (KGE = −0.35), whilst providing a consistent and robust parameter set across all green roof configurations. Moreover, through a global sensitivity analysis, the impact of changes in model parameters was quantified in order to aid modelers in simplifying their parameterization of EPA SWMM. Finally, an improved model using the Penman–Monteith equation and various recommendations are presented.
APA, Harvard, Vancouver, ISO, and other styles
8

Yoo, Do Guen, Hyeon Seok Choi, and Joong Hoon Kim. "Applications of EPA-SWMM and FHWA Hydraulic Toolbox to Analyze Cause of Urban Inundation." Journal of Korean Society of Hazard Mitigation 15, no. 1 (February 28, 2015): 169–80. http://dx.doi.org/10.9798/kosham.2015.15.1.169.

Full text
APA, Harvard, Vancouver, ISO, and other styles
9

Fransiska, Yolla, Junaidi Junaidi, and Bambang Istijono. "Simulasi Dengan Program EPA SWMM Versi 5.1 Untuk Mengendalikan Banjir pada Jaringan Drainase Kawasan Jati." Jurnal Civronlit Unbari 5, no. 1 (April 6, 2020): 38. http://dx.doi.org/10.33087/civronlit.v5i1.56.

Full text
Abstract:
Salah satu wilayah di Kota Padang yang dilanda banjir adalah kawasan Jati Kota Padang. Berdasarkan data banjir 22 Maret 2016, indikasi permasalahan yang ada di kawasan Jati yaitu kurangnya kapasitas saluran drainase. Tujuan dari penelitian ini adalah untuk mensimulasikan kemampuan Jaringan Drainase Kawasan Jati dengan menggunakan program EPA SWMM versi 5.1 dan menentukan alternatif penanganan masalah banjir yang tepat di kawasan tersebut. Model EPA SWMM 5.1 ini mampu menghitung kuantitas dan kualitas limpasan permukaan dari setiap daerah tangkapan hujan, debit aliran, kedalaman aliran, dan kualitas air di setiap pipa dan saluran selama periode simulasi. Data-data yang digunakan pada penelitian ini adalah peta tata guna lahan untuk penentuan persentase impervious area, data hujan dan data dimensi saluran drainase pada kawasan Jati. Seri data hujan yang digunakan merupakan data hujan jam-jaman, karena tidak adanya data hujan jam-jaman pada stasiun hujan di lokasi penelitian, maka penentuan distribusi hujan jam-jaman dilakukan dengan mengubah lengkung Intensitas-Durasi-Frekuensi (IDF) untuk periode ulang 5 tahun menjadi Hyetograph hujan rencana dengan menggunakan Alternating Block Method (ABM). Setelah semua parameter input EPA SWMM 5.1 ditentukan dan diinputkan, simulasi dapat dilakukan. Simulasi yang dilakukan untuk mengatasi banjir di kawasan ini yaitu dengan 3 (tiga) skenario yaitu dengan mengubah dimensi saluran, perencanaan sumur resapan, dan mengubah arah aliran ke kanal banjir Jati. Dari 3 skenario simulasi yang dilakukan masih terdapat saluran yang meluap, tetapi dari 3 skenario ini, skenario yang lebih berpengaruh dalam mengatasi banjir di kawasan Jati adalah skenario 3.
APA, Harvard, Vancouver, ISO, and other styles
10

Hudhiyantoro, Hudhiyantoro, Faradlillah Saves, and Masca Indra. "Potensi Penerapan Ecodrainage di Desa Sumberejo Kecamatan Pakal Kota Surabaya. (Hal. 10-18)." RekaRacana: Jurnal Teknil Sipil 5, no. 1 (March 29, 2019): 10. http://dx.doi.org/10.26760/rekaracana.v5i1.10.

Full text
Abstract:
ABSTRAKKota Surabaya berkembang sangat pesat, seiring perkembangan tersebut tentu didukung dengan perkembangan infrastruktur air. Akibat pertumbuhan penduduk yang semakin tinggi dan kurangnya kesadaran masyarakat mengenai pentingnya menjaga lingkungan, sehingga kerap kali terjadi banjir.Dalam penelitian ini peneliti mencoba menerapkan sistem ecodrainage di salah satu desa yang ada di Surabaya yaitu Desa Sumberejo Kecamatan Pakal, dimana yang notabene di desa tersebut kerap terjadi banjir. Tahap awal adalah survei lapangan guna mencari informasi faktual tentang banjir setempat. Langkah selanjutnya melakukan pengolahan data yaitu dengan menganalisis data curah hujan yang kemudian didapatkan curah hujan rancangan dan kemudian dirunning menggunakan software EPA SWMM 5.1. Berdasarkan hasil penelitian diperoleh saluran eksisting tidak dapat menampung debit rencana. Sehingga diperlukan sumur resapan untuk menanggulangi banjir. Sumur resapan direncanakan setinggi 2,9125 m dengan jari-jari sumur 0,5 m. Dengan adanya sumur resapan maka debit rencana dapat tertampung 100%.Kata kunci: saluran drainase, EPA SWMM 5.1, sistem ecodrainage ABSTRACTSurabaya develops very rapidly, as the development of course supported the development water infrastructure.Due to the higher growth of population and the lack of public awareness on the importance of protecting the environment, so it often time there was a flood.In this research researchers tried to apply ecodrainage system in one village that is in surabaya which is a village Sumberejo Sub-district Pakal, where the service provider claimed in the village floods the.The initial stage is field surveys in order to look for factual information about local flood .The next step process data that is by analyzing of precipitation data which are then obtained rainfall dirunning uses software design and then the final stage of the SWMM 5.1.Based on the research done the existing obtained can not accommodate discharge plan.Leading to the need for wells to cope with the flood.Wells planned as high as 2.9125 m with radius of wells 0.5 m with the wells and discharge plan could be accommodated 100%.Keywords: drainage, EPA SWMM 5.1, ecodrainage system
APA, Harvard, Vancouver, ISO, and other styles
More sources

Dissertations / Theses on the topic "EPA SWMM"

1

Houston, Edward Brian. "The Use of Stormwater Modeling for Design and Performance Evaluation of Best Management Practices at the Watershed Scale." Thesis, Virginia Tech, 2006. http://hdl.handle.net/10919/34850.

Full text
Abstract:

The use of best management practices or BMPs to treat urban stormwater runoff has been pervasive for many years. Extensive research has been conducted to evaluate the performance of individual BMPs at specific locations; however, little research has been published that seeks to evaluate the impacts of small, distributed BMPs throughout a watershed at the regional level. To address this, a model is developed using EPA SWMM 5.0 for the Duck Pond watershed, which is located in Blacksburg, Virginia and encompasses much of the Virginia Polytechnic and State Institute's campus and much of the town of Blacksburg as well. A variety of BMPs are designed and placed within the model. Several variations of the model are created in order to test different aspects of BMP design and to test the BMP modeling abilities of EPA SWMM 5.0. Simulations are performed using one-hour design storms and yearlong hourly rainfall traces. From these simulations, small water quality benefits are observed at the system level. This is seen as encouraging, given that a relatively small amount of the total drainage area is controlled by BMPs and that the BMPs are not sited in optimal locations. As expected, increasing the number of BMPs in the watershed generally increases the level of treatment. The use of the half-inch rule in determining the required water quality volume is examined and found to provide reasonable results.

The design storm approach to designing detention structures is also examined for a two-pond system located within the model. The pond performances are examined under continuous simulation and found to be generally adequate for the simulated rainfall conditions, although they do under-perform somewhat in comparison to the original design criteria.

The usefulness of EPA SWMM 5.0 as a BMP modeling tool is called into question. Many useful features are identified, but so are many limitations. Key abilities such as infiltration from nodes or treatment in conduit flow are found to be lacking. Pollutant mass continuity issues are also encountered, making specific removal rates difficult to define.


Master of Science
APA, Harvard, Vancouver, ISO, and other styles
2

Thakali, Ranjeet. "ANALYZING THE EFFECTS OF CLIMATE CHANGE ON URBAN STORMWATER INFRASTUCTURES." OpenSIUC, 2017. https://opensiuc.lib.siu.edu/theses/2156.

Full text
Abstract:
The change in the hydrological cycle due to climate change entails more frequent and intense rainfall. As a result, urban water systems will be disproportionately affected by the climate change, especially in such urban areas as Las Vegas, which concentrates its population, infrastructure, and economic activity. Understanding the proper management of urban stormwater in the changing climate is becoming a critical concern to the water resources managers. Proper design and management of stormwater facilities are needed to attenuate the severe effects of extreme rainfall events. In an effort to develop better management techniques and understanding the probable future scenario, this study used the high-resolution climate model data conjunction with advanced statistical methods and computer simulation. Las Vegas Valley which has unique climatic condition and is surrounded by the mountains in every direction was chosen for the study. The North American Regional Climate Change Assessment Program is developing multiple high-resolution projected-climate data from different combinations of regional climate models and global climate models. First, the future design depths was calculated using generalized extreme value method with the aid of L-moment regionalization technique. The projected climate change was incorporated into the model at the 100 year return period with 6h duration depths. Calculation showed that, the projection from different sets of climate model combinations varied substantially. Gridded reanalysis data were used to assess the performance of the climate models. This study used an existing Hydrologic Engineering Center’s Hydrological Modeling System (HEC-HMS) model and Storm Water Management Model (SWMM) developed by the Environmental Protection Agency (EPA) were implemented in the hydrological simulation. Hydrological simulation using HEC-HMS showed exceedances of existing stormwater facilities that were designed under the assumption of stationarity design depth. Low Impact Developments such as permeable pavement and green roof were found to be effective in the attenuation of climate change induced excess surface runoff. The primary purpose of this study is understanding of proper designing, planning and management of the urban stormwater system in the predicted climate scenarios.
APA, Harvard, Vancouver, ISO, and other styles
3

Gozzi, Lisa. "Impianti per il recupero ed il riuso delle acque e verde pensile: modellazione numerica di tecnologie combinate in Emilia Romagna." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2017.

Find full text
Abstract:
L’attività di tesi si inserisce all’interno del progetto di ricerca regionale GST4Water volto a promuovere un uso più consapevole ed una migliore gestione della risorsa idrica. In particolare, tale progetto intende ottimizzare l’utilizzo di sistemi per il recupero ed il riuso delle acque negli edifici ai fini di garantire un risparmio nei consumi di acqua potabile e una maggiore sostenibilità ambientale; è inoltre di supporto alla realizzazione dei tetti verdi che rappresentano un forte contributo alla realizzazione di città sempre più resilienti. Il caso di studio, volto a valutare le due tecnologie combinate, prevede la modellazione numerica, tramite il codice di calcolo EPA SWMM, di un impianto di recupero e riuso delle acque meteoriche a partire da una superficie di captazione verde. Dopo l’analisi dei dati di pioggia e temperatura degli ultimi 12 anni delle principali città dell’Emilia Romagna, sono stati simulati differenti scenari combinando tra loro diverse variabili (città, area di captazione, volume del serbatoio e numero di utenti) per un totale di 902 simulazioni. I risultati ottenuti hanno permesso la realizzazione di abachi di dimensionamento dei serbatoi caratterizzati da grandezze specifiche funzioni dell’area di captazione. Si è inoltre potuto valutare il beneficio ambientale legato all’utilizzo combinato delle due tecnologie e ottenere informazioni sul comportamento del verde pensile. La modellazione numerica è stata inoltre di supporto nella valutazione del comportamento dell’impianto di recupero e riuso delle acque meteoriche e grigie installato nel complesso residenziale “Il Trifoglio” di Via Gamberini a Bologna: dopo l’analisi dei consumi registrati si è potuto valutare l’efficienza dell’impianto e analizzare scenari che permettano un migliore utilizzo del sistema. L’attività di tesi è finalizzata allo sviluppo di software di supporto a progettisti e enti pianificatori per il dimensionamento e la verifica dei serbatoi di accumulo.
APA, Harvard, Vancouver, ISO, and other styles
4

Alsarawi, Noura. "Design of Low Impact Development and Green Infrastructure at Flood Prone Areas in the City of Miami Beach, FLORIDA, USA." FIU Digital Commons, 2018. https://digitalcommons.fiu.edu/etd/3739.

Full text
Abstract:
This thesis investigates the effectiveness of Low Impact Development Infrastructure (LIDI) and Green Infrastructure (GI) in reducing flooding resulting from heavy rainfall events and sea-level rise, and in improving stormwater quality in the City of Miami Beach (CMB). InfoSWMM was used to simulate the 5, 10, and 100-year, 24-hour storm events, total suspended solids (TSS), biochemical oxygen demand (BOD), and chemical oxygen demand (COD) loadings, and in evaluating the potential of selected LIDI and GI solutions in North Shore neighborhood. Post-development results revealed a decrease of 48%, 46%, and 39% in runoff, a decrease of 57%, 60%, and 62% in TSS, a decrease of 82%, 82%, and 84% in BOD, and a decrease of 69%, 69%, and 70% in COD loadings. SWMM 5.1 was also used to simulate the king tide effect in a cross section in Indian Creek Drive. The proposed design simulations successfully demonstrated the potential to control flooding, showing that innovative technologies offer the city opportunities to cope with climate impacts. This study should be most helpful to the CMB to support its management of flooding under any adaptation scenarios that may possibly result from climate changes. Flooding could be again caused as a result of changes in inland flooding from precipitation patterns or from sea-level rise or both.
APA, Harvard, Vancouver, ISO, and other styles

Book chapters on the topic "EPA SWMM"

1

Jackson, Scott H., and Michael Winchell. "Use of the EPA Storm Water Management Model (SWMM) for Diagnosis of Pesticide Off-Target Movement from Residential Areas." In ACS Symposium Series, 309–27. Washington, DC: American Chemical Society, 2011. http://dx.doi.org/10.1021/bk-2011-1075.ch019.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Sinha, M. K., K. Baier, R. Azzam, T. Baghel, and M. K. Verma. "Semi-distributed Modelling of Stormwater Drains Using Integrated Hydrodynamic EPA-SWM Model." In Harmony Search and Nature Inspired Optimization Algorithms, 557–67. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0761-4_54.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

Sadler, Jeffrey M., Jonathan L. Goodall, Madhur Behl, and Mohamed M. Morsy. "Leveraging Open Source Software and Parallel Computing for Model Predictive Control Simulation of Urban Drainage Systems Using EPA-SWMM5 and Python." In New Trends in Urban Drainage Modelling, 988–92. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-99867-1_170.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

"EPA Storm Water Management Model, SWMM5." In Watershed Models, 363–84. CRC Press, 2010. http://dx.doi.org/10.1201/9781420037432-25.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

Huber, Wayne, Robert Dickinson, and Lewis Rossman. "EPA Storm Water Management Model, SWMM5." In Watershed Models, 338–59. CRC Press, 2005. http://dx.doi.org/10.1201/9781420037432.ch14.

Full text
APA, Harvard, Vancouver, ISO, and other styles

Conference papers on the topic "EPA SWMM"

1

Huber, Wayne C. "Hydrologic Modeling Processes of the EPA Storm Water Management Model (SWMM)." In World Water and Environmental Resources Congress 2003. Reston, VA: American Society of Civil Engineers, 2003. http://dx.doi.org/10.1061/40685(2003)164.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Schoenfelder, Curtis, Scott Kenner, and Dan Hoyer. "Hydraulic Model of the Belle Fourche Irrigation District Using EPA SWMM 5.0." In World Environmental and Water Resources Congress 2006. Reston, VA: American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40856(200)262.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

Sonavane, Nitin, Vinay Ashok Rangari, M. L. Waikar, and Mahesh Patil. "Urban storm-water modeling using EPA SWMM — a case study of Pune city." In 2020 IEEE Bangalore Humanitarian Technology Conference (B-HTC). IEEE, 2020. http://dx.doi.org/10.1109/b-htc50970.2020.9297900.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

Davis, J. P., C. A. Rohrer, and L. A. Roesner. "Effects of Catchment Modification on the Flow Frequency Curve Modeled Using the EPA-SWMM Model." In World Environmental and Water Resources Congress 2006. Reston, VA: American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40856(200)422.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

Kang, Do-Hyuk “D K. ”., Jin-Gyeom “J G. ”. Kim, Vivek Verma, Arturo S. Leon, and Boosik Kang. "Evaluation of Urban Inundation under Changing Landcover—Application of EPA SWMM-LID to Andong City in South Korea." In World Environmental and Water Resources Congress 2019. Reston, VA: American Society of Civil Engineers, 2019. http://dx.doi.org/10.1061/9780784482353.008.

Full text
APA, Harvard, Vancouver, ISO, and other styles
6

Huber, Wayne C. "Use of EPA SWMM5 for Generation of BMP Effluent EMC Distribution." In World Environmental and Water Resources Congress 2006. Reston, VA: American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40856(200)56.

Full text
APA, Harvard, Vancouver, ISO, and other styles
7

Lauder, George V. "How fish swim: flexible fin thrusters as an EAP platform." In The 14th International Symposium on: Smart Structures and Materials & Nondestructive Evaluation and Health Monitoring, edited by Yoseph Bar-Cohen. SPIE, 2007. http://dx.doi.org/10.1117/12.714512.

Full text
APA, Harvard, Vancouver, ISO, and other styles
You might also be interested in the extended bibliographies on the topic 'EPA SWMM' for particular source types:
Journal articles
We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!

To the bibliography