Relevant bibliographies by topics / PCSWMMP

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

Academic literature on the topic 'PCSWMMP'

Author: Grafiati
Published: 4 June 2021
Last updated: 9 February 2022

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Journal articles on the topic "PCSWMMP"

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Liwanag, Florife, Daniel S. Mostrales, Ma Teresa T. Ignacio, and Jerson N. Orejudos. "Flood Modeling Using GIS and PCSWMM." Engineering Journal 22, no. 3 (June 28, 2018): 279–89. http://dx.doi.org/10.4186/ej.2018.22.3.279.

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Munir, Bilal Ahmad, Sajid Rashid Ahmad, and Sidrah Hafeez. "Integrated Hazard Modeling for Simulating Torrential Stream Response to Flash Flood Events." ISPRS International Journal of Geo-Information 9, no. 1 (December 18, 2019): 1. http://dx.doi.org/10.3390/ijgi9010001.

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This study aims to monitor the flash flood response of Vidor/Wadore hill torrent in Pakistan by the integration of Personal Computer Storm Water Management Model PCSWMM (hydrologic) and HEC-RAS 5.x (hydraulic) models. The method leverages remote sensing and GIS derive estimates of measured and inferred parameters of Vidor rural catchment to quantify the flash flood events of the last four years: 2014–2017. The calibration of the PCSWMM is performed using the sensitivity-based radio tuning calibration (SRTC) tool. The Nash–Sutcliffe efficiency (NSE), coefficient of determination (R2), and relative error (RE) values were found between 0.75–0.97, 0.94–0.98, and −0.22–−0.09 respectively. The statistical indicators prove the accuracy of PCSWMM for rural catchments. The runoff response of Vidor torrent is also analyzed for 0.5/12.7, 1.5/38.1, and 2.0/50.8-inch/mm rainfall hyetographs. The generated hydrographs are used to simulate 2D-module in HEC-RAS 5.x for floodplain demarcation in the piedmont area. The accuracy of the flood extent is analyzed using spatial overlay analogy in the ArcGIS environment by comparing simulated and historically available flood extents. The simulated flood extent shows 76% accuracy with historic flood extent. The impact of flash flood events shows wheat, maize, and fruit orchards are the most effected agriculture in piedmont area. The results revealed that the integration of hydrological, hydraulic, and geospatial modeling approaches can be used to model a full picture of catchment response during flash flood events.
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Lee, Kil-Seong, and Sung-Eun Kim. "Temporal and Spatial Analysis of Extended Sewer Surcharge on Anyangcheon Watershed Using PCSWMM." Journal of Korea Water Resources Association 40, no. 4 (April 30, 2007): 345–57. http://dx.doi.org/10.3741/jkwra.2007.40.4.345.

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Yang, Q. Q., Z. D. Bao, Y. Fu, N. She, and Z. Y. Deng. "Diagnostic analysis of waterlogging in Zhenjiang City by using PCSWMM." IOP Conference Series: Earth and Environmental Science 344 (November 1, 2019): 012139. http://dx.doi.org/10.1088/1755-1315/344/1/012139.

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Azawi, Hayat Kareem Shukur, and Dawood Eisa Sachit. "Investigation of Permeable Pavement Implementation in Baghdad Using PCSWMM Model." Environment and Natural Resources Research 8, no. 3 (September 20, 2018): 117. http://dx.doi.org/10.5539/enrr.v8n3p117.

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One of the most important reasons for the frequent occurrence of rainwater flooding in Baghdad in general and Al-Huryai, part of Baghdad, in particular is the lack of runoff drainage systems in conventional pavement. Incidents of flooding have occurred on an average three times per year in many parts of the town due to heavy rain of high intensity and short duration. Using permeable pavement will help to control flooding and improve public health. The objective of this study is to investigate the important factors that describe the possible implementation of permeable pavement in Al-Huryai city using PCSWMM software and to quantify the effectiveness of this technique on the hydrologic response of the case study by comparing the simulation analyses of the site under its undeveloped condition, after development, and after implementing permeable pavement. The simulation results showed that permeable pavement approach has a significant impact on runoff reduction.
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Smith, D., J. Li, and D. Banting. "A PCSWMM/GIS-based water balance model for the Reesor Creek watershed." Atmospheric Research 77, no. 1-4 (September 2005): 388–406. http://dx.doi.org/10.1016/j.atmosres.2004.12.010.

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Liu, Mengqi, Zhiye Chen, and Lin Ma. "Test–retest reliability of perfusion of the precentral cortex and precentral subcortical white matter on three-dimensional pseudo-continuous arterial spin labeling." Journal of International Medical Research 46, no. 9 (June 21, 2018): 3788–95. http://dx.doi.org/10.1177/0300060518779716.

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Objective This study was performed to evaluate the test–retest reliability of perfusion of the cortex and subcortical white matter on three-dimensional spiral fast spin echo pseudo-continuous arterial spin labeling (3D-ASL). Methods Eight healthy subjects underwent 3D-ASL and structural imaging at the same time each day for 1 week. ASL data acquisition was performed in the resting state and right finger-tapping state. Cerebral blood flow (CBF) images were calculated, and the CBF values of the precentral cortex (PCC) and precentral subcortical white matter (PCSWM) were automatically extracted based on the structural images and CBF images. Results In the resting state, the intraclass correlation coefficient (ICC) of the bilateral PCC was 0.84 (left) and 0.81 (right) and that of the bilateral SCWM was 0.89 (left) and 0.85 (right). In the finger-tapping state, the ICC of the bilateral PCC was 0.91 (left) and 0.87 (right) and that of the bilateral PCSWM was 0.87 (left) and 0.92 (right). The CBF value of the left PCC and PCSWM was not significantly different between the resting state and finger-tapping state on two ASL scans. Conclusion 3D-ASL provides reliable CBF measurement in the cortex and subcortical white matter in the resting or controlled state.
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Yim, S., C. Aing, S. Men, and C. Sovann. "Applying PCSWMM for Stormwater Management in the Wat Phnom Sub Catchment, Phnom Penh, Cambodia." Journal of Geography, Environment and Earth Science International 5, no. 3 (January 10, 2016): 1–11. http://dx.doi.org/10.9734/jgeesi/2016/23525.

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Pitt, Jerome L., and Nathan Jacobsen. "Evaluating the Impact from Stormwater Runoff from Proposed Developments in Southern California using PCSWMM." Proceedings of the Water Environment Federation 2004, no. 4 (January 1, 2004): 1128–45. http://dx.doi.org/10.2175/193864704790896973.

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Vieira de Paula, Ana Carolina, Maria Elisa Leite Costa, and Sergio Koide. "Estudo experimental e modelagem de lagoa de detenção em Brasília - DF: comportamento no amortecimento de cheias." Revista DAE 69, no. 232 (September 24, 2021): 30–44. http://dx.doi.org/10.36659/dae.2021.059.

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A ocupação do espaço urbano ocasiona, em geral, o aumento das áreas impermeabilizadas e a aceleração do escoamento para jusante, provocando maiores picos de vazão e volumes escoados superficialmente. De forma a minimizar os efeitos das cheias urbanas, várias medidas vêm sendo adotadas e, dentre elas, destacam-se as lagoas de detenção. No presente trabalho, teve-se por objetivo avaliar o comportamento da lagoa de detenção inserida no Parque Ezechias Heringer, na Região Administrativa do Guará/DF, por meio de monitoramento e modelagem utilizando o programa SWMM por meio da interface do PCSWMM, buscando avaliar a eficiência da lagoa quanto ao amortecimento dos picos de vazões. O afluente para a lagoa de detenção é oriundo de sistema convencional de drenagem urbana com 7,65 km2 de área de contribuição. A lagoa apresentou eficiência média de redução dos picos de cheia de 95,5%, mostrando-se capaz de receber maior volume de águas pluviais de áreas adjacentes ainda não atendidas. Palavras-chave: Drenagem urbana sustentável. Onda de cheia. Monitoramento.
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Dissertations / Theses on the topic "PCSWMMP"

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Zhang, Jie, and s3069216@student rmit edu au. "A laboratory scale study of infiltration from Pervious Pavements." RMIT University. Civil, Environmental and Chemical Engineering, 2006. http://adt.lib.rmit.edu.au/adt/public/adt-VIT20070125.164003.

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Increased urbanization causes pervious greenfields to be converted to impervious areas increasing stormwater runoff. Most of the urban floods occur because existing drainage systems are unable to handle peak flows during rainfall events. During a storm event, flood runoff will carry contaminants to receiving waters such as rivers and creeks. Engineers and scientists have combined their knowledge to introduce innovative thinking to manage the quality of urban runoff and harvest stormwater for productive purposes. The introduction of pervious pavements addresses all the principles in Water Sensitive Urban Design. A pervious pavement is a load bearing pavement structure that is permeable to water. The pervious layer sits on the top of a reservoir storage layer. Pervious pavements reduce the flood peak as well as improve the quality of stormwater at source before it is transported to receiving waters or reused productively. To be accepted as a viable solution, understanding of the influence of design parameters on the infiltration rate (both from the bedding and the sub-base) as well as strength of the pavement requires to be established. The design of a particular pavement will need to be customized for different properties of sub layer materials present in different sites. In addition, the designs will have to meet local government stormwater discharge standards. The design of drainage systems underneath pervious pavements will need to be based on the permeability of the whole pervious system. The objectives of the research project are to: • Understand the factors influencing infiltration capacities and percolation rates through the pervious surface as well as the whole pavement structure including the bedding and the sub-base using a laboratory experimental setup. • Obtain relationships between rainfall intensity, infiltration rate and runoff quantity based on the sub-grade material using a computational model to assist the design of pervious pavements. A laboratory scale pavement was constructed to develop relationships between the surface runoff and the infiltration volume from a pervious pavement with an Eco-Pavement surface. 2 to 5mm crushed gravel and 5 to 20mm open graded gravel were chosen as the bedding and sub-base material. Initial tests such as dry and wet density, crushing values, hydraulic conductivity, California Bearing Ratio tests for aggregate material were conducted before designing and constructing the pavement model. A rainfall simulator with evenly spaced 24 sprays was set up above the pervious pavement surface. The thesis presents design aspects of the laboratory scale pavement and the tests carried out in designing the pavement and the experimental procedure. The Green and Ampt model parameters to calculate infiltration were obtained from the laboratory test results from aggregate properties. Runoff results obtained from rainfall simulator tests were compared with the Green and Ampt infiltration model results to demonstrate that the Green and Ampt parameters could be successfully calculated from aggregate properties. The final infiltration rate and the cumulative infiltration volume of water were independent of the rainfall intensity once the surface is saturated. The model parameters were shown to be insensitive to the final infiltration capacity and to the total amount of infiltrated water. The Green and Ampt infiltration parameters are the most important parameters in designing pervious pavements using the PCSWMMPP model. The PCSWMMPP model is a Canadian model built specially for designing pervious pavements. This is independent of the type of sub-grade (sand or clay) determining whether the water is diverted to the urban drainage system (clay sub-grade) or deep percolation into the groundwater system (sand sub-grade). The percolation parameter in Darcy's law is important only if the infiltrated water recharges the groundwater. However, this parameter is also insensitive to the final discharge through the subgrade to the groundwater. The study concludes by presenting the design characteristics influencing runoff from a pervious pavement depending on the rainfall intensity, pavement structure and sub-grade material and a step-by step actions to follow in the design.
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Erlandsson, Marie. "Överbelastningsproblem för avloppsledningsnät och kostnadseffektiva åtgärder : En fallstudie med förenklad hydraulisk modell." Thesis, Uppsala University, LUVAL, 2010. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-128865.

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Många svenska kommuner har idag problem med överbelastade avloppsledningssystem. Det kan bland annat resultera i källaröversvämningar i närbelägna fastigheter, överbelastade reningsverk eller bräddningar till recipienten. För att motverka dessa effekter kan olika åtgärder vidtas. Åtgärderna kan vara olika lämpliga beroende på typ av område och kostnaderna för genomförandet kan variera kraftigt och ha olika miljöpåverkan. Detta innebär att det är viktigt att väga samman effektiviteten av olika åtgärder, deras miljöpåverkan, kundnytta och kostnad.

Syftet med examensarbetet var att med hjälp av ett hydrauliskt modelleringsverktyg (PCSWMM) studera ett antal typområden och ta fram en förenklad modell. Modellen ska enkelt kunna anpassas till olika områden och ge en översiktlig bild av situationen i områdets ledningssystem. Därmed kan eventuella överbelastningsproblem lokaliseras och en kostnadseffektiv lösning testas.

En hydraulisk modell utvecklades för Viksängsvägens avrinningsområde i Södertälje kommun. Det är ett äldre område med underdimensionerade ledningar vilket orsakar problem vid hård belastning. Effekten av olika åtgärder testades i modellen och en kostnadsanalys gjordes för att utreda vilken åtgärd som var mest kostnadseffektiv.

En grenad modell visade sig ge bäst beskrivning av Viksängsvägens avrinningsområde. Det var en förenklad modell som gick relativt snabbt att sätta upp för ett nytt område och som tog hänsyn till avrinningsvolym, ledningskapacitet och ledningssystemets struktur. Modellen kräver dock en del information om ledningssystemets uppbyggnad och de hårdgjorda ytornas fördelning över området.

Den åtgärd som rekommenderades för Viksängsvägens avrinningsområde var att bygga utjämningsmagasin i anslutning till Viksängsvägen. Detta för att kostnaden var relativt liten jämfört med andra åtgärder samt för de positiva effekter åtgärden har på miljön och människorna som bor och vistas i området.

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Ertezaei, Bahareh. "Real-Time Water Depth Logger Data as Input to PCSWMM to Estimate Tree Filter Performance." University of Toledo / OhioLINK, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1494593810003027.

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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 FF is crucial to the design of the most suitable structural best management practice (BMP) that can mitigate their harm. Personal Computer Storm Water Management Model (PCSWMM) is a well-known computer model that can simulate urban runoff quantity and quality and model BMPs. The use of PCSWMM to simulate the first flush phenomenon and to evaluate the effectiveness of structural BMPs has not been previously investigated for a large urban watershed with seriously polluted stormwater runoff. This research is concerned with the study of a framework for designing structural best management practices (BMPs) for stormwater management in a large watershed that is based on comprehensive analysis of pollutants of concern, rainfall parameters of influence, and the existence of FF. The framework was examined using the PCSWMM computer model in the St Anthony Park watershed, an urban watershed in St Paul, Minnesota with a large drainage area of 3,418 acres that discharges directly into the Mississippi River via a storm tunnel. A comprehensive study was undertaken to characterize the overall St. Anthony Park watershed stormwater quality trends for the period of record 2005-2013 for heavy metals, nutrients (ammonia and total phosphorus), sediment (TSS), and bacteria (E. coli). Stormwater was found to be highly contaminated as measured by exceedance of the Minnesota Pollution Control Agency (MPCA) water quality standards and as compared to data obtained from the National Stormwater Quality Database (NSQD). None of the examined parameters significantly correlated with precipitation depth. Concentrations of most heavy metals, total phosphorus and TSS positively correlated with previous dry days, and most pollutants correlated positively with TSS, which provided a strong rationale for using TSS as a representative pollutant in PCSWMM and in examining BMP efficiency. Moreover, BMPs that targeted the particulate fraction in stormwater would be the most efficient in reducing stormwater pollution. A PCSWMM model was built based on the existing drainage system of the watershed, which consisted of inlet structures, manholes, pipes and deep manholes that connect the network pipes to a deep drainage tunnel discharging directly into Mississippi River. The model was calibrated and validated using recorded storm and runoff data. FF was numerically investigated by simulating pollutant generation and washoff. Using three different numerical definitions of FF, the existence of FF could be simulated, and was subsequently reduced by simulating extended dry detention ponds in the watershed. Extended dry detention ponds (EDDPs) are basins whose outlets are designed to detain stormwater runoff for a calculated time that allows particles and associated pollutants to settle. Extended dry detention ponds are a potential BMP option that could efficiently control both water quantity (by diverting initial volumes of stormwater, thus addressing FF) and quality (by reducing suspending pollutants, thus addressing TSS and co-contaminants). Moreover, they are the least-expensive stormwater treatment practice on a cost per treated unit area. Two location-based designs were examined. The first was an EDDP at the main outfall (OFmain), while the second was a set of seven smaller EDDPs within the vicinity of deeper manholes of the deep tunnel (distributed EDDPs). Distributed EDDPs were similar to the OFmain EDDP at reducing peak stormwater flow (52-61%) but superior in reducing TSS loads (20-25% for small particles and 43-45% for larger particles based on the particle sedimentation rate removal constant k) and in reducing peak TSS loads (67-75%). These efficiencies were obtained using the dynamic and kinematic wave routing methods, indicating that they could be used interchangeably for this watershed. The steady state routing method produced unrealistic results and was subsequently excluded from FF analysis. Finally, distributed EDDPs were superior to OFmain EDDP at eliminating FF per the stringent fifth definition (Δ > 0.2). This was true for small values of k. However, larger values of k and other FF tests (above the 45º no-flush line and FF coefficient b < 1) showed that BMP implementation overall failed to completely eliminate FF. This suggested that the extended time required by EDDPs to efficiently remove pollutants from stormwater via settling would compromise their ability to completely eliminate FF. In conclusion, a comprehensive framework was applied so as to better design the most efficient BMPs by characterizing the overall St. Anthony Park watershed stormwater pollutants, their correlation with rainfall parameters and with TSS, and the magnitude of FF. A cost-effective, rapid, and accurate method to simulate FF and study the optimal BMP design was thus implemented for a large urban watershed through the PCSWMM model.
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Chu, Hsuan-Wen. "A Stormwater Management Model for California Polytechnic State University Campus." DigitalCommons@CalPoly, 2018. https://digitalcommons.calpoly.edu/theses/1977.

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Developments that have been taking place on Cal Poly campus over the years have altered the natural hydrology of the area. Stormwater management practices could help reduce the impacts of these developments. Computer models can help to design effective and economical stormwater management solutions at a watershed scale. As such, the objective of this study was to develop a stormwater management model for Cal Poly campus. The model was developed based on the utility data obtained from the university and other watershed data available from open sources. Field surveys were conducted to address some anomalies in the utility data, and streamflow monitoring was performed. The model was calibrated using the streamflow data measured during this study. The calibration effort significantly improved the prediction accuracy of the model. The calibrated model was then used to analyze the hydrologic performance of implementing LID systems for two projects that Cal Poly plans to build. Permeable Pavements (PPs) and Bioretention Cells (BRCs) were the LID types examined. The LIDs were evaluated based on peak flow and runoff volume reductions they would achieve. The potential reductions were compared for current conditions and the proposed project if LIDs were implemented, and for inflows to the LIDs and outflows from the LIDs. The results indicate that implementing a PP system for the proposed student apartment at the current H-1 and R-1 parking lots and a BRC system for the proposed engineering project facilities at the current H-2 parking lots will significantly reduce peak flow and runoff volume. Overall, the developed model will help the university with the traditional stormwater management practices such as flood control and to identify effective LID practices for future developments. Limitations of the current model and recommendations on how to improve the model are also discussed.
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Ye, Ying-Rui, and 葉穎叡. "Research of Permeable Pavement by using PCSWMM." Thesis, 2005. http://ndltd.ncl.edu.tw/handle/a4566z.

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碩士
國立臺北科技大學
土木與防災研究所
93
With the fast growing of population, the need for uptown housing grows rapidly. It leads to the increasing waterproof area of the city, which affect the existence of underground lives and storage of groundwater badly and cause the surface runoff to increase. Every time the typhoon comes, it may bring great loss of life and properties to the public. Therefore, we have no time to delay in the promotion of permeable pavement. To find out how much load can be reduced by permeable pavement for surface runoff and cloacae during storms, this research simulates the storm runoff by a module configuration called UNI ECO-STONE in the Stone Water Management Model (SWMM) developed by EPA in 1971. This software analyzes the permeable pavement with following keys: (1) Surface runoff reduced during the storm; (2) Infiltration and groundwater increased. We review the monitoring data of the precipitation within the test zone for permeable pavement located on the sideway on the east of Shih-pai High School in Taipei during the invading of Typhoon Dujuan, and check the numerical data of surface runoff, penetrability and storage capability by SWMM equations. After a comparison of software-simulated permeable pavement with onsite data, we have the following conclusions: (1) It takes about 0.9 hour for the precipitation to reach the road bed; (2) If 90% of the precipitation infiltrated, surface runoff can be remarkably reduced. Besides, following conclusions are drawn from the simulation of the pavement in the south of Bei-an Road: (1) If the infiltration coefficient of the surface K=2.22×10-4 cm/sec, most of water can not infiltrate the surface when it falls on the ground in the rain, and then turns into surface runoff. (2) If the infiltration coefficient of the surface K=10-2 cm/sec, and the intensity of precipitation reaches 35mm/hr, the ratio of the infiltration area to the non-infiltration area will be between 50%-100%. Total infiltration can be more than 80%.Therefore, if we promote the permeable pavement actively, it can help the public to reduce loss and increase the time for disaster prevention.
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Jui-Chung, Chen, and 陳瑞中. "Study on Application of Microwave Technology in Carbonization of Waste Wood and Preparation of Biomass Carbon." Thesis, 2017. http://ndltd.ncl.edu.tw/handle/pcsw7p.

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碩士
國立臺北科技大學
環境工程與管理研究所
105
Taiwans frequent occurrence of typhoon led to serious damage to life and property, especially a large number of trees dumping, waste will cause incinerators to overload, so dealing with the problem is bound to be resolved. While the source of waste wood is rich, its main component is carbon. Through the extraction of carbon source and the use of immersion method to prepare into the hole in the porous carbon adsorption material, its carbon content is quite high. This study attempts to use waste wood containing the same nature of carbon. The use of microwave cracking carbonization after crushing, grinding and extraction of carbon sources as precursors to develop mesoporous materials, referred to as recycled biomass carbon adsorption material. In this study, the use of microwave generator (1000 W) can produce 220 oC pyrogen on the waste of solid wood has a good carbonation effect, carbonization efficiency can reach more than 90%. Application of microwave cracking technology in waste wood carbonization efficiency and carbonation rate than traditional carbonation method. The regenerated biomass carbon adsorbent has the characteristics of porous, uniform pore size distribution and high specific surface area, and has good adsorption capacity. Therefore, the recycled carbon adsorbent is used in the treatment of methylene blue in wastewater.
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Book chapters on the topic "PCSWMMP"

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Carvalho, Daniela Junqueira, Maria Elisa Leite Costa, Jeferson da Costa, and Sérgio Koide. "Modelling Runoff in Watershed Without Calibration Using PCSWMM." In New Trends in Urban Drainage Modelling, 544–49. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-99867-1_94.

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Kumar, Satish, D. R. Kaushal, and A. K. Gosain. "Analysis of Urban Drainage Simulations of an Immensely Urbanized Watershed using the Pcswmm Model." In Wastewater Reuse and Watershed Management, 369–80. Includes bibliographical references and index.: Apple Academic Press, 2019. http://dx.doi.org/10.1201/9780429433986-31.

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Conference papers on the topic "PCSWMMP"

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Akter, Aysha, and Md Torikul Alam. "Urban Flood Hazard Modeling and Mapping Using PCSWMM." In International Conference on Sustainable Infrastructure 2019. Reston, VA: American Society of Civil Engineers, 2019. http://dx.doi.org/10.1061/9780784482650.007.

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James, W. Robert C., Benny Wan, and William James. "Implementation in PCSWMM Using Genetic Algorithms for Auto Calibration and Design-Optimization." In Ninth International Conference on Urban Drainage (9ICUD). Reston, VA: American Society of Civil Engineers, 2002. http://dx.doi.org/10.1061/40644(2002)90.

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Kumar, Satish, D. R. Kaushal, and A. K. Gosain. "Assessment of Stormwater Drainage Network to Mitigate Urban Flooding Using GIS Compatible PCSWMM Model." In ASCE India Conference 2017. Reston, VA: American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784482025.005.

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James, William. "Monte Carlo Tests of Robustness of the PCSWMM Algorithm for Storm Direction and Speed." In Ninth International Conference on Urban Drainage (9ICUD). Reston, VA: American Society of Civil Engineers, 2002. http://dx.doi.org/10.1061/40644(2002)236.

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Xia, Fujun. "Study on the strategy of improving urban resilience from the perspective of sponge city construction." In Post-Oil City Planning for Urban Green Deals Virtual Congress. ISOCARP, 2020. http://dx.doi.org/10.47472/czos3123.

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Urban resilience refers to the ability of a city to cope with disasters and recover its basic functions rapidly. Urban transportation, urban infrastructure, urban public policy-making and other aspects can improve the resilience of the city. At present, the urban water environment in China is still deteriorating, and the rainstorm and waterlogging disasters are still frequent. Therefore, the author chooses the sponge city construction to study the strategies to improve the urban resilience. The author chooses two aspects of urban storm and waterlogging disaster control and surface runoff, which are closely related to the improvement of urban resilience, as the main research objects, selects specific evaluation indexes and proposes calculation functions, and adopts multiple research methods such as typical case study, spatial model simulation quantitative analysis, statistical analysis and empirical research, through arc GIS analysis, PCSWMM modeling and grasshopper data-based research By means of design and horizontal comparative study of three practical cases, this paper makes a qualitative and quantitative study on the strategy of sponge city construction performance to improve the city's resilience, and the quantitative research is mainly used. There are two main achievements in this study: a set of quantitative research methods to improve the resilience of sponge city construction is preliminarily explored through the application of the evaluation model; some strategies to improve the resilience of sponge city construction are proposed.
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