scholarly journals Impactos das obras de drenagem e da urbanização no desempenho hidráulico de um canal em Aracaju/SE

2021 ◽  
Author(s):  
Hiêgor Barreto Rodrigues ◽  
Willams Andrade Lima ◽  
Ludmilson Abritta Mendes
Keyword(s):  
Water Management ◽  
Storm Water ◽  
Management Model ◽  
Storm Water Management ◽  
Storm Water Management Model ◽  
Santa Maria

<p class="Corpo-artigo">O objetivo deste estudo foi avaliar o desempenho do sistema de macrodrenagem do Canal Santa Maria, situado na cidade de Aracaju-SE, considerando a situação atual e futura, com base na máxima taxa de ocupação do solo permitida pelo Plano Diretor de Desenvolvimento Urbano (PDDU) municipal. Para a modelagem hidrodinâmica do canal, foi utilizado o <em>software</em> <em>Storm Water Management Model</em> (SWMM). Foi observado que a impermeabilização máxima da área poderá aumentar o escoamento superficial direto das sub-bacias em até 5,3 vezes e do sistema em mais de 50%, a vazão unitária de pico em até 150%, e pode ultrapassar os limites máximos de velocidade admissível e lâmina d’agua, ocorrendo o transbordamento do canal. Essas mudanças se tornaram ainda mais intensas com a ocupação e impermeabilização da lagoa do bairro 17 de Março e seu entorno. Verificou-se que o projeto de dragagem aprovado pelo município, se não for implementado em conjunto com medidas que atenuem a geração de escoamento superficial nos lotes, tende a perder eficiência ao longo do tempo, considerando o aumento da urbanização e da taxa de impermeabilização da superfície dos lotes na região.</p>

scholarly journals Calibração do Storm Water Management Model (SWMM) utilizando algoritmos evolucionários multiobjetivo

2016 ◽  
Vol 21 (4) ◽  
pp. 697-707 ◽  
Author(s):  
Klebber Teodomiro Martins Formiga ◽  
Maira de Carvalho ◽  
Karla Alcione Silva ◽  
Alexandre Kepler Soares
Keyword(s):  
Water Management ◽  
Genetic Algorithm ◽  
Reference Point ◽  
Rio Grande ◽  
Storm Water ◽  
Management Model ◽  
Rio Grande Do Sul ◽  
Storm Water Management ◽  
Storm Water Management Model ◽  
Santa Maria

RESUMO O estudo teve por objetivo a realização da calibração do modelo hidrológico Storm Water Management Model (SWMM) para a Bacia Hidrográfica do Arroio Cancela, localizada em Santa Maria, Rio Grande do Sul, utilizando o algoritmo evolucionário multiobjetivo R-NSGA. Para tanto, foram realizadas modificações na estrutura do SWMM, de modo que permitisse seu acoplamento como Evolucionary Reference Point Based Non-Dominated Sorting Genetic Algorithm (R-NSGA) em ambiente de programação MATLAB. As funções objetivo utilizadas foram o Coeficiente de Eficiência de Nash-Sutcliffe (COE), o Erro da Vazão de Pico (EQP) e o Erro do Volume Escoado (EVOL) aplicadas simultaneamente na calibração do modelo. Foi proposto um método para determinação da maior compatibilidade de modo a elencar as melhores soluções. Os resultados dos parâmetros calibrados do SWMM foram próximos aos valores físicos da bacia, com exceção dos valores relativos à equação de Horton. As soluções de maior compatibilidade apresentam um melhor comportamento para os eventos de validação, evidenciando a importância da otimização multiobjetivo.

Estimation of sub-catchment area parameters for Storm Water Management Model (SWMM) using geo-informatics

2015 ◽  
Vol 31 (4) ◽  
pp. 462-476 ◽  
Author(s):  
Gaurav V. Jain ◽  
Ritesh Agrawal ◽  
R.J. Bhanderi ◽  
P. Jayaprasad ◽  
J.N. Patel ◽  
...  
Keyword(s):  
Water Management ◽  
Catchment Area ◽  
Storm Water ◽  
Management Model ◽  
Storm Water Management ◽  
Storm Water Management Model

scholarly journals Evaluasi Sistem Drainase Menggunakan Storm Water Management Model (SWMM) dalam Mencegah Genangan Air di Kota Tarakan

2020 ◽  
Vol 3 (2) ◽  
pp. 143-154
Author(s):  
Rahmat Faizal ◽  
Noerman Adi Prasetya ◽  
Zikri Alstony ◽  
Aditya Rahman
Keyword(s):  
Water Management ◽  
Urban Areas ◽  
Storm Water ◽  
Management Model ◽  
Economic Losses ◽  
Water Runoff ◽  
Runoff Simulation ◽  
Storm Water Management ◽  
Storm Water Management Model ◽  
Drainage Channels

Tarakan City experiences problems with standing water during the rainy season, especially in the west Tarakan sub-district which is the center of Tarakan. This puddle not only submerged settlements and offices but also shops and access roads that caused considerable economic losses. An evaluation was carried out by using the Storm Water Management Model (SWMM). SWMM is a rainfall-runoff simulation model used for simulating the quantity and quality of surface runoff from urban areas. Based on the evaluation using SWMM software, the drainage system in Tarakan, especially in Jalan Mulwarman has several inundated channels, namely channels 2, 3, 4, 5, 6, 7, 11, 12, 13, 14. This is influenced by the dimensions of the drainage channel that cannot accommodate existing water runoff and sediment thickness that covers the drainage channels so that the capacity is reduced, if it rains it will cause puddles at several points in Tarakan City. In order to deal with these puddles, it is necessary to change the dimensions of the channel and routinely dredge sediments that cover the drainage channels.

scholarly journals A sewer overflow mitigation during festival and rainfall periods: case study of Karbala

2020 ◽  
Vol 10 (12) ◽  
Author(s):  
Hussein Abed Obaid Alisawi
Keyword(s):  
Water Management ◽  
Water Depth ◽  
Storm Water ◽  
Management Model ◽  
Sewer Pipe ◽  
Sewer System ◽  
Storm Water Management ◽  
Storm Water Management Model ◽  
Sewer Overflow

AbstractThe objective of the present study to assess the performance of a suggested sewer line by using pipe jacking system (PJS) in order to enhance the sewage capacity and mitigate sewer flooding of historic pilgrimage city of Karbala, Iraq. The storm water management model (SWMM5) was used for this purpose. The simulation of exiting sewer system reveals that sewer discharge during peak pilgrimage period is more than 200% of the capacity of existing sewer line. Installation of SLL having a diameter of 2.5 m at a depth ranging between 12 and 22 m by PJS can reduce water depth in sewer pipe by 78%. The reduction of water depth at sewer pipe can reduce sewer overflow up to 70%, if the system is installed and managed properly. The methodology proposed in the paper can be applied in any location having similar problem with necessary modifications.

scholarly journals Verification of the Simulation Model Based on the Example of Combined Sewage System in Głogów

2018 ◽  
Vol 28 (3) ◽  
pp. 111-120
Author(s):  
Ireneusz Nowogoński
Keyword(s):  
Water Management ◽  
Simulation Model ◽  
Field Studies ◽  
Storm Water ◽  
Management Model ◽  
Flow Rates ◽  
Storm Water Management ◽  
Storm Water Management Model ◽  
Sewage System ◽  
System Functioning

Abstract The verification of simulation model of combined sewage system was presented in article. The model of sewage system functioning in Głogów was developed using SWMM 5.1 (Storm Water Management Model) software. It was calibrated based on the results of field studies from the years 2011–13, while the properness of its activity was verified for the results of measurements carried out in 2014. The verification of the model showed acceptable discrepancies between the measured and simulated values of flow rates. Factors which caused differences were indicated and, on the basis of this, conclusions pertaining to further studies were formulated.

Sign in / Sign up

Export Citation Format

Share Document