watershed
Sepideh siyooti; Alireza Ildoromi; Behnoosh Farrokhzadeh
Abstract
In this research, the flood-blocking nodes of the drainage network in Khako (Faqira-Khidr) urban basin of Hamedan were measured and evaluated using the SWMM model. The results showed that the infiltration and runoff height of the project in the SCS method are equal to 50.86 and 16.14 mm, respectively, ...
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In this research, the flood-blocking nodes of the drainage network in Khako (Faqira-Khidr) urban basin of Hamedan were measured and evaluated using the SWMM model. The results showed that the infiltration and runoff height of the project in the SCS method are equal to 50.86 and 16.14 mm, respectively, and this indicates that the SCS method is a more accurate assessment of the infiltration and runoff values for the Hamadan urban watershed. and has an acceptable efficiency. The results show that out of the total rainfall of 120 mm, 33 mm is related to infiltration losses and 87 mm is related to surface runoff, and the flow volume is equal to 2.41 million cubic meters, which is 1.98 1 million cubic meters is related to Faqireh sub-basin and 0.43 million cubic meters is related to Khizr sub-basin. According to the efficiency coefficient of NS, which is calculated as 0.66 for the peak discharge and 0.73 for the flood volume, and these numbers are acceptable. The results showed that the highest volume of rainfall runoff of the project with 1.28 million cubic meters is related to Faqirah sub-basin due to the physical development of Hamedan city in recent years in this sub-basin and the lowest amount with 0.46 million cubic meters is related to the sub-basin. It is Khedrkhako. The results of this research showed that residential uses have the largest share in the flood potential of the study area.
hydrogeology
Rasool Hasan zadeh; Friba Esfandyari; sayyad Asghari saraskanrood; Zahra Miri
Abstract
the object-oriented method in preparing the land use map of Darre Rood catchment area using Landsat 5 and Landsat 8 images in a period of 30 years, from 1990 to 2019 and its effects on changes in Darre rood river discharge it placed. The images were classified into fourteen classes and the changes in ...
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the object-oriented method in preparing the land use map of Darre Rood catchment area using Landsat 5 and Landsat 8 images in a period of 30 years, from 1990 to 2019 and its effects on changes in Darre rood river discharge it placed. The images were classified into fourteen classes and the changes in the area of the classes revealed that the classes of irrigated agriculture, rainfed agriculture, rocky areas, residential areas, gardens and lakes with increased area and barren lands, pastures, forest lands and riverbeds decreased They were. To find out the changes in the river flow trend, SCS method was used which was implemented in SWAT model and according to land use in 1990 and 2019 in SWAT model was determined according to the digital elevation layer of the basin and all the necessary parameters to the model. Which included soil layers and land use changes and climate data were called into the model and two separate scenarios for 1990 and 2019 were used. The results showed that with the change of land use, the amount of CN in the second scenario compared to the first scenario increased by 5% and increased from 02.70 to 5.73, which due to the change in land use in favor of the basin becomes more impermeable to rain. Compared to 1990. Also, due to the increase in the type of vegetation, the amount of deep penetration has decreased from the first scenario to the second scenario from 257.09 to 97.9.
Ata Ghafari Gilandeh; Behrooz Sobhani; Elnaz Ostadi Babakandi
Volume 3, Issue 9 , March 2017, , Pages 159-175
Abstract
Flooding is a major natural disaster. This phenomenon becomes more important when it is occurring especially in the city. Therefore, prevention of the communities from the impacts is inevitable. The high level of awareness of potential runoff area for flood management is important. Given this importance, ...
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Flooding is a major natural disaster. This phenomenon becomes more important when it is occurring especially in the city. Therefore, prevention of the communities from the impacts is inevitable. The high level of awareness of potential runoff area for flood management is important. Given this importance, this paper deals with the calculation of runoff with SCS method in Meshkinshahr city and its surrounding area, For this purpose, we used GIS software and the accession of the ARC-HYDRO, especially Arc-CN-RUNOFF software. Finally, the layers of soil hydrologic group, the integration of land use and rainfall averages were compared with the index table, then the resulting map was obtained. Curve number Map (CN), which was proportional to the permeability of the 20 classes. Curve No (32) for areas with high permeability and low runoff and curve number is high (98) for areas with low permeability and high runoff. Dimensional map of the height map is runoff from zero to areas with very high permeability and high runoff starts 99/0, including the use of low permeability to continue. Check the map showed that both CN and RUN-OFF lot to do with the type of the user, so that the use of man-made and synthetic runoff curve number and height are more.
