خەمڵاندنی لافاو لەئاوزێڵی سیوەیل وچۆنیەتی دروێنەکردنی بەبەکارهێنانی سیستەمی زانیارییە جوگرافییەکان - (تقدير السيول فى حوض سيوەيل وكيفية حصادها بإستخدام نظم المعلومات الجغرافية)

الموضوعات

جغرافيا

روابط وملفات

التعريف والنوع

رقم الوثيقة

edabf976-0878-4f78-9b4e-d863a93b2d0c

رقم العقد

0

نوع الوسائط

Crawler

نوع المحتوى

الرسائل العلمية

صيغة المصدر

رسائل ماجيستير

نوع الملف

pdf image

أسماء الملفات

edabf976-0878-4f78-9b4e-d863a93b2d0c_1.pdf

بيانات النشر

ترجمة العنوان

Estimation of floods in the Sewell Basin and how to harvest them using geographic information systems

ألقاب المؤلفين

[{"name_ar":"ئالان بكر عبدالله","title_ar":"اعداد","title_en":"Preparation"},{"name_ar":"خليل كريم محمد","title_ar":"اشراف","title_en":"Supervision"}]

اللغة

Kurdish

المصدر والدورية

اسم المصدر

خەمڵاندنی لافاو لەئاوزێڵی سیوەیل وچۆنیەتی دروێنەکردنی بەبەکارهێنانی سیستەمی زانیارییە جوگرافییەکان - (تقدير السيول فى حوض سيوەيل وكيفية حصادها بإستخدام نظم المعلومات الجغرافية)

المحتوى والصفحات

عدد الصفحات

0

ترجمة الملخص

This thesis, which is entitled "Estimation of floods in the Sewell Basin and how to harvest them using geographic information systems" was performed in the area of hydrology, and its morphometry and hydrological features were examined, because of the ongoing climate change, which has a direct impact on the local environment and ecology, in order to assess the size of water flow and flood characteristics and how to mitigate it. According to universal positions, the Siwail confluence water is situated between two Latitudes lines of (35o34-35= -35o55-22=)of north and a few Longitudes lines of (45o26-8= -46o 20-49=)of east. It is located among a range of complex mountains in the east-south of Kurdistan and to the east of the governorate of Sulaimanyah. The water net of the Siwail confluence water is composed of six degrees, with an area of (1545 km2), a length of (82.6 km2), a middle point of (18.7 km2), a height of(2770 km2)from the study area, and a lowest point of around 816 m above sea level٨The area's flexible climate and soil, which are influenced by alpine movement, have made the soil as suitable as possible for the growth of density-medium forest. The main source of the confluence water is springs like Spee kani, Berda Bor, and Kotra Rash. The geological structure of the area dates back to the third and fourth centuries. Its geological structure has the capacity of storing water at a medium level٨The research area's topography has a significant impact on its climate; for example, penjwen experiences (1057.1mm)of annual rainfall and average annual temperatures of (13٨6 °C), whereas Chwarta experiences (745.2mm)and average annual temperatures of (16٨1 °C)In penjwen, total evaporation is also higher, which leads to the need to collect more water; the area of water gathering receives (804.15mm) of annual rainfall, the rate of rain from evaporation in Chwarta is lower, causing a deficit in the water of (758.61mm). The research came to the conclusion that the study area is due of the effect of topography and geological characteristics and common climate of the area (11 confluence water) minor with various area is been grown based on the numerical file of the high and low of (DEM12.5m) of the research area. This conclusion was achieved using the geographic information system program (GIS)٨ The environment of any confluence water has an effect of the morphometric characteristics, Siwail confluence water is about(1545 km2) and known as confluence water, confluence water (1, 2, 5), their territory is more than (100 km2)and known as medium confluence water, this is led to have an effect flood and level, Siwail confluence water received a rectangle form valued (0.26), and this is a lesser expectations of flood. ١81 Because water branches, in different times are flowing into the main way of the river, the highest rate of the circulation is located at (10)confluence water valued(0.61), and this is the only confluence water, which received the circulated form, in which most of the water branches at the same period will flow into the main confluence water and make the expectations of flood much stronger, the lowest value is in (6) confluance water valued (0.22). Also the other three confluence water pf (4,8,9,11) is closing to semi-circulating which their value are listed as (0,43), (0.43), (0.46), (0.46), which after the evaluation the characteristics of morphometries and hydrologic, the expectations of flood and its happening in the main and minor confluence water is at low level of expectations. The hydrological characteristics change under the influence of the natural and morphometric characteristics, as the volume of water flow in the Sweil Basin during the years (2012 -2015) reached (5.77 m 3 / s). The highest average was in the spring, reaching (19.11 m 3 / s). The highest flow rate was recorded in March and February (19.56 m3/sec) (14.41 m3/sec), respectively. But in the fall, the lowest average was recorded at 0.89 m3/s. After analyzing the morphometric and hydrological characteristics and the natural environment of the area, the study concluded that it has a direct impact on the volume of drainage and water storage, and many water harvesting projects can be built in the area to improve water security and stability of the people of the area. Therefore, the researcher suggested the establishment of (11 dams) in the secondary basins, in addition to the Sweil Basin. A dam should be built in the narrow valley of Makaba, because the water storage level will be higher and become a good reservoir for the region. However, after the researcher evaluated the geological and hydrological characteristics of the area, he suggested building (6) ponds on basins No. (1, 2, 5, 7) that can be used in the dry season and meet the needs of some residents of the area. However, after the researcher evaluated the geological and topographical aspects and the amount of water available in the area, he suggested building (3) underground dams on the main river course, which can be a good reservoir for the area and can be used in some projects

إشراف وإعداد

الإشراف

خليل كريم محمد

الإعداد

ئالان بكر عبدالله

الاقتباسات الببليوغرافية