Lec. Dr. Ammar A. Ali

Lec. Dr. Ammar A. Ali

Simulation of Storm Sewer Network Using a Storm Water Management Model (SWMM), Ramadi City as a Case Study

Lec. Dr. Ammar Adham Ali

Ramadi city is suffering from severe flood problems during rainfall season as in many cities in developed countries. Storm Water Management Model (SWMM) was used to simulate storm sewer network in the study area and depending on design rainfall intensity of 9.6 mm/hour. The rainfall intensity was proposed to increase by two to three times of the design intensity because of the absence of metrological stations in the study area to record rainfall intensity data of the rain storm. The intensity increasing by three times led to maximizing the flood risk by 43%. The proposed management to overcoming this problem is linking the collateral lines in Al-Andalus and Alhoz suburbs by additional pipes, this method reduces the percentage of flooding to 31%. Moreover, Economic Indicators (EI) were suggested to evaluate the cost of the network development. The area index which represents the total cost of the added pipes to the total area of the suburb, and the longitudinal index, which represents the total cost of the added pipes to the length of the main pipe, the magnitudes of these indexes are 178 US dollar/hectare, and 57 US dollar/m respectively.

References

1-    Kumar R. (2017). Use of Network Analysis for Designing Better Water Drainage System of Cities in India. IJSRD – International Journal for Scientific Research & Development, Vol. 4, No. 12, PP 846-848.

2-    Najeeb Z. A. (2017). Evaluation of Combined Sewer Network Design Using GIS and Multi Criteria Decision Making (MCDM). Al- Nahrain Journal for Engineering Sciences (NJES), Vol.20 No.5, PP.1143-1153.

3-    Obaid H. A. (2015). Modelling Sewer Overflow of Karbala City with Large Floating population. PHD Thesis, university Knol Ogi Malaysia, PP 306.

4-    Nile B K, Hassan W H and Esmaeel B A. (2018). An evaluation of flood mitigation using a storm water management model (SWMM) in a residential area in Karbala Iraq. IOP conference.

5-    Hadi M O, El-Mewafi M, Metwally S, Awad A and Suliman S. (2015). Evaluation of Wastewater Network of Al-Anwaar in Al-Kut city. Iraq by using SWMM and GIS techniques. International Journal of Scientific and Engineering Research, (6) 8, 1440-1456.

6-    Azawi H K S and Sachit D E. (2018). Investigation of Permeable Pavement Implementation in Baghdad using PCSWMM model. Canadian center of Science and Education, (8)3 , 117-125.

7-    Fang X., Chhetri O. B. G. and Thompson D. B. (2014). Synthesis of Storm Drainage Design.

8-    Jiang L., Chen Y. and Wang H. (2015). Urban flood simulation based on the SWMM model. Remote Sensing and GIS for Hydrology and Water Resources, 368 PP(186-191).

9-    Waikar M. L. and Namita U. U. (2015). Urban Flood Modeling by using EPA SWMM 5. Clean Earth- Green Earth, No 1, PP 73-82.

10- Kaadan M Y. (2015). Storm Sewer Management Modeling (with applications into Aleppo). MSC Thesis, university of Aleppo Syria, PP 189.

11- Bohman A., Glaas E., and Karlson M. (2020). Integration Sustainable Stormwater Management in Urban Planning: Ways Forward towards Institutional Change Collaborative Action. Water, Vol. 12, No. 203, PP 17.

12- Public works/ water sector, Venture A. 2007. Feasibility & Environmental Impact Assessment studies for the wastewater network and treatment systems. Iraq Public Work Sector.

13- Environmental Protection Agency’s, Earth Explorer United State Geological Survey (USGS).

14- Rangari V. A., Prashanth S. S., Umamahesh N. V. and Patel A. K. (2018). Simulation of Urban Drainage System Using Storm Water Management Model (SWMM). Asian Journal of Engineering and Applied Technology, Vol. 7, No. S1, pp.7-10.

15- Rossman L A. (2015). Storm water management model user’s manual, version 5.1 (National Risk Management Research Laboratory, Office of Research and Development, US Environmental Protection Agency Cincinnati).

16-  Li Y. W., Ji M., Wang X. D., Zhao L. J. and Pan L. M. (2010). Optimization of Rainwater Drainage System Based on SWMM Model. China Water & Wastewater. 26 PP3-40.

17- Simpson M. G. (2010). Low Impact Development Modeling to Manage Urban Storm Water Runoff and Restore Predevelopment Site Hydrology. MSC theses, Colorado state university, PP 147.

18- Imran H. M., Akib S., and Karim M. R. (2013). Permeable Pavement and stormwater management system: a review. Environmental Technology, PP 9.

19- Akhter M S and Hewa G A. (2016). The use of PCSWMM for Assessing the Impacts of Land Use Changes on Hydrological Responses and

 

 

 

 

Share |