The Analysis of Water Discharge Frequency for Diyala River D/S Derbendi-Khan Dam

Main Authors: A. Abidalla , Wisam , S. Naser , Ahmed, H. Hommadi , Ali
Format: Article info application/pdf Journal
Bahasa: eng
Terbitan: University of Babylon , 2020
Subjects:
Online Access: https://www.journalofbabylon.com/index.php/JUBES/article/view/2837
https://www.journalofbabylon.com/index.php/JUBES/article/view/2837/2182
ctrlnum article-2837
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&#x644;&#x646;&#x647;&#x631; &#x62F;&#x64A;&#x627;&#x644;&#x649; . &#x648;&#x647;&#x630;&#x627; &#x627;&#x644;&#x646;&#x645;&#x648;&#x630;&#x62C; &#x636;&#x631;&#x648;&#x631;&#x64A; &#x644;&#x625;&#x64A;&#x62C;&#x627;&#x62F; &#x627;&#x644;&#x639;&#x644;&#x627;&#x642;&#x629; &#x628;&#x64A;&#x646; &#x627;&#x644;&#x62A;&#x635;&#x627;&#x631;&#x64A;&#x641; &#x627;&#x644;&#x641;&#x64A;&#x636;&#x627;&#x646;&#x64A;&#x629; &#x648;&#x641;&#x62A;&#x631;&#x627;&#x62A; &#x627;&#x644;&#x639;&#x648;&#x62F;&#x629; &#x644;&#x62A;&#x635;&#x645;&#x64A;&#x645; &#x627;&#x644;&#x633;&#x62F;&#x648;&#x62F; &#x623;&#x648; &#x627;&#x644;&#x645;&#x637;&#x627;&#x641;&#x62D; &#x627;&#x644;&#x645;&#x627;&#x626;&#x64A;&#x629; .</description><description lang="en-US">The analysis of water discharge frequency for Diyala river D/S Derbendi-Khan Dam have been computed using some statistical models such are " Gumbel, Pearson III, log Pearson III and log-normalIII. The models were&#x200F; applied to annual water discharge for Diyala river. The water discharge magnitudes computed for many return periods&#x200F; . Firstly, The models were Compared using different statistical measures " bias, standard error and root mean square error. The Chi-Square test was used to evaluate the goodness of fits for these models. According to this test and using the aforementioned measures, the Log-Normal III&amp;nbsp; distribution could be taken as the best for the water discharge series. This type of model is useful for designing the dam or spillway by computing the magnitude of water discharge flood versus different return periods.</description><publisher lang="en-US">University of Babylon</publisher><date>2020-02-19</date><type>Journal:Article</type><type>Other:info:eu-repo/semantics/publishedVersion</type><type>Journal:Article</type><type>File:application/pdf</type><identifier>https://www.journalofbabylon.com/index.php/JUBES/article/view/2837</identifier><source lang="ar-IQ">&#x645;&#x62C;&#x644;&#x629; &#x62C;&#x627;&#x645;&#x639;&#x629; &#x628;&#x627;&#x628;&#x644; &#x644;&#x644;&#x639;&#x644;&#x648;&#x645; &#x627;&#x644;&#x647;&#x646;&#x62F;&#x633;&#x64A;&#x629;; Vol 28 No 1 (2020); 9 - 20</source><source lang="en-US">Journal of University of Babylon for Engineering Sciences; Vol 28 No 1 (2020); 9 - 20</source><source>2616-9916</source><source>2616-9916</source><language>eng</language><relation>https://www.journalofbabylon.com/index.php/JUBES/article/view/2837/2182</relation><rights lang="en-US">Copyright (c) 2020 Journal of University of Babylon for Engineering Sciences</rights><rights lang="en-US">https://www.journalofbabylon.com/index.php/JUBES/CopyrightandLicensing</rights><recordID>article-2837</recordID></dc>
language eng
format Journal:Article
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Other:info:eu-repo/semantics/publishedVersion
Other
File:application/pdf
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author A. Abidalla , Wisam
S. Naser , Ahmed
H. Hommadi , Ali
title The Analysis of Water Discharge Frequency for Diyala River D/S Derbendi-Khan Dam
publisher University of Babylon
publishDate 2020
topic Water discharge frequency
Statistical models
Return period
Flood
تردد التصاريف المائية
النماذج الإحصائية
فترة العودة
الفيضان
url https://www.journalofbabylon.com/index.php/JUBES/article/view/2837
https://www.journalofbabylon.com/index.php/JUBES/article/view/2837/2182
contents &nbsp;تم تحليل تردد التصاريف المائية &nbsp;لنهر ديالى مؤخر سد دربندخان, باستخدام عدد من التوزيعات الإحصائية مثل توزيع كامبل , توزيع بيرسن الثالث , توزيع بيرسن أللوغاريتمي الثالث , &nbsp;التوزيع الطبيعي أللوغاريتمي الثالث لإيجاد قيم التصاريف المائية الفيضانية &nbsp;ولفترات عودة مختلفة , هذه التوزيعات قورنت أولا فيما بينها باستخدام مقاييس إحصائية مثل مقياس الانحدار, الخطأ القياسي و&nbsp; جذر معدل مربع الخطأ. بعد ذلك تم تقييم دقة هذه التوزيعات باستخدام اختبار مربع كاي . وطبقا لهذا الاختبار يتبين أن توزيع الطبيعي أللوغاريتمي الثالث يمكن أن يعد أفضل توزيع بالنسبة للتصاريف الفيضانية لنهر ديالى . وهذا النموذج ضروري لإيجاد العلاقة بين التصاريف الفيضانية وفترات العودة لتصميم السدود أو المطافح المائية .
The analysis of water discharge frequency for Diyala river D/S Derbendi-Khan Dam have been computed using some statistical models such are " Gumbel, Pearson III, log Pearson III and log-normalIII. The models were‏ applied to annual water discharge for Diyala river. The water discharge magnitudes computed for many return periods‏ . Firstly, The models were Compared using different statistical measures " bias, standard error and root mean square error. The Chi-Square test was used to evaluate the goodness of fits for these models. According to this test and using the aforementioned measures, the Log-Normal III&nbsp; distribution could be taken as the best for the water discharge series. This type of model is useful for designing the dam or spillway by computing the magnitude of water discharge flood versus different return periods.
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institution UNIVERSITY OF BABYLON
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collection Journal of University of Babylon for Engineering Sciences Journal of University of Babylon for Engineering Sciences
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subject_area Electrical Engineering
Mechanical Engineering
Material Engineering and Chemical Engineering
Civil Engineering and Architectural Engineering
city Hilla, Babil
province INTERNASIONAL
repoId IOS7627
first_indexed 2020-03-24T13:42:23Z
last_indexed 2020-03-24T13:47:39Z
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