A Modified Genetic Algorithm-Heuristic Programming Model For Optimal Design Of Sewer Networks / (Record no. 169405)
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|---|---|
| fixed length control field | 05253namaa22004211i 4500 |
| 003 - CONTROL NUMBER IDENTIFIER | |
| control field | OSt |
| 005 - أخر تعامل مع التسجيلة | |
| control field | 20250223033343.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 241211s2023 |||a|||fr|m|| 000 0 eng d |
| 040 ## - CATALOGING SOURCE | |
| Original cataloguing agency | EG-GICUC |
| Language of cataloging | eng |
| Transcribing agency | EG-GICUC |
| Modifying agency | EG-GICUC |
| Description conventions | rda |
| 041 0# - LANGUAGE CODE | |
| Language code of text/sound track or separate title | eng |
| Language code of summary or abstract | eng |
| -- | ara |
| 049 ## - Acquisition Source | |
| Acquisition Source | Deposit |
| 082 04 - DEWEY DECIMAL CLASSIFICATION NUMBER | |
| Classification number | 627 |
| 092 ## - LOCALLY ASSIGNED DEWEY CALL NUMBER (OCLC) | |
| Classification number | 627 |
| Edition number | 21 |
| 097 ## - Degree | |
| Degree | M.Sc |
| 099 ## - LOCAL FREE-TEXT CALL NUMBER (OCLC) | |
| Local Call Number | Cai01.13.05.M.Sc.2023.Ya.M |
| 100 0# - MAIN ENTRY--PERSONAL NAME | |
| Authority record control number or standard number | Yasmen Amr Hamed Elsaid Khalil, |
| Preparation | preparation. |
| 245 12 - TITLE STATEMENT | |
| Title | A Modified Genetic Algorithm-Heuristic Programming Model For Optimal Design Of Sewer Networks / |
| Statement of responsibility, etc. | by Yasmen Amr Hamed Elsaid Khalil ; Under the Supervision of Prof. Ashraf Hassan Mohib Ghanem, Dr. Yehya Emad Imam |
| 246 15 - VARYING FORM OF TITLE | |
| Title proper/short title | نموذج معدل بخوارزمية جينية مع برمجة مباشرة لتحقيق التصميم الأمثل لشبكات الصرف الصحي / |
| 264 #0 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE | |
| Date of production, publication, distribution, manufacture, or copyright notice | 2023. |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | 106 pages : |
| Other physical details | illustrations ; |
| Dimensions | 30 cm. + |
| Accompanying material | CD. |
| 336 ## - CONTENT TYPE | |
| Content type term | text |
| Source | rda content |
| 337 ## - MEDIA TYPE | |
| Media type term | Unmediated |
| Source | rdamedia |
| 338 ## - CARRIER TYPE | |
| Carrier type term | volume |
| Source | rdacarrier |
| 502 ## - DISSERTATION NOTE | |
| Dissertation note | Thesis (M.Sc.)-Cairo University, 2023. |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE | |
| Bibliography, etc. note | Bibliography: pages 50-52. |
| 520 ## - SUMMARY, ETC. | |
| Summary, etc. | Among the Sustainable Development Goals (SDGs) established by the United<br/>Nations, SDG 6 requires water and sanitation for all. However, construction of<br/>wastewater collection systems requires considerable investments. These investments<br/>can be reduced by using automated optimization tools for identifying the optimal design<br/>alternative that achieves minimal system cost while satisfying design constraints. Much<br/>of the related research over the past decade has focused on developing optimization<br/>design tools that are more robust and efficient. Therefore, there is a need to develop an<br/>efficient tool for obtaining the optimum design of the sewage systems with reasonable<br/>computational effort.<br/>In this study, a recent hybrid optimization model that was introduced by Hassan<br/>et al. (2018) and relies on Genetic Algorithm (GA) and Heuristic Programming (HP),<br/>was modified to improve efficiency by reducing runtime and the number of<br/>computations. Similar to the original GA-HP model, the Modified GA-HP (MGAHP)<br/>model identifies optimal pipe diameters and slopes by minimizing the total cost of<br/>gravity sewers and manholes depths for a selected system layout.<br/>The MGAHP model greatly reduces the extensive computational calculations,<br/>checks, and associated penalty costs that are applied in the original GA-HP model by<br/>initially limiting the set of feasible diameters for individual sewer lines. The efficiency<br/>of the proposed model was tested using four case studies ranging in size from 12 to 40<br/>sewers. In the first case study with 12 pipes, the modified model required on average<br/>~17% less function evaluations for the Genetic Algorithm and reduced the overall<br/>runtime by 98%. In the second case study with 20 pipes, the modified model required<br/>10% less GA function evaluations and reduced the overall runtime by 98.2%. In the<br/>third case study with 40 pipes, the modified model required 52% less GA function<br/>evaluations and reduced the overall runtime by 99%. The fourth example was solved<br/>using Bentley SewerGems, GA-HP model and MGAHP model. In the fourth case study<br/>with 20 pipes, the modified model required 14% less GA function evaluations and<br/>reduced the overall runtime by 97%. The cost of the SewerGems design is 17.7 %<br/>higher than the design achieved by GA-HP model and MGAHP model. The efficiency<br/>of the proposed model enables its reliable application for optimal design of large sewer<br/>networks and for examining an extensive set of possible layouts |
| 520 ## - SUMMARY, ETC. | |
| Summary, etc. | يهدف هذا البحث الى تقديم نموذج معدل بخوارزمية جينية مع برمجة مباشرة لتحقيق التصميم الامثل لشبكات الصرف الصحي، هذا النموذج هو نموذج تم تطويره من نموذج تم تقديمه في Hassan et al. (2018). تم تطوير النموذج الأصلي لتحسين الكفاءة عن طريق تقليل نطاق البحث وذلك بتحديد مجموعة من الاقطار لكل ماسورة في البداية و استبعاد بعض الأقطار التي لا تحقق القيم التصميمية المقبولة من سرعات و نسب امتلاء. يهدف النموذج المقدم الى الوصول الى التصميم الأمثل بكفاءة عالية و يقلل النموذج المقدم بشكل كبير من الحسابات و بالتالي فهو أسرع من النموذج الأصلي. |
| 530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE | |
| Issues CD | Issued also as CD |
| 546 ## - LANGUAGE NOTE | |
| Text Language | Text in English and abstract in Arabic & English. |
| 650 #7 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Irrigation and Hydraulics |
| Source of heading or term | qrmak |
| 653 #0 - INDEX TERM--UNCONTROLLED | |
| Uncontrolled term | Optimal design |
| -- | Sewer Network |
| -- | Heuristic Programming |
| -- | Wastewater |
| -- | Management |
| -- | Optimization |
| 700 0# - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Ashraf Hassan Mohib Ghanem |
| Relator term | thesis advisor. |
| 700 0# - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Yehya Emad Imam |
| Relator term | thesis advisor. |
| 900 ## - Thesis Information | |
| Grant date | 01-01-2023 |
| Supervisory body | Ashraf Hassan Mohib Ghanem |
| -- | Yehya Emad Imam |
| Discussion body | Hesham Bekhit Mohammed |
| -- | Anas Mohammed El Molla |
| Universities | Cairo University |
| Faculties | Faculty of Engineering |
| Department | Department of Irrigation and Hydraulics Engineering |
| 905 ## - Cataloger and Reviser Names | |
| Cataloger Name | Eman Ghareeb |
| Reviser Names | Huda |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Source of classification or shelving scheme | Dewey Decimal Classification |
| Koha item type | Thesis |
| Edition | 21 |
| Suppress in OPAC | No |
| Source of classification or shelving scheme | Home library | Current library | Date acquired | Inventory number | Full call number | Barcode | Date last seen | Effective from | Koha item type |
|---|---|---|---|---|---|---|---|---|---|
| Dewey Decimal Classification | المكتبة المركزبة الجديدة - جامعة القاهرة | قاعة الرسائل الجامعية - الدور الاول | 11.12.2024 | 89703 | Cai01.13.05.M.Sc.2023.Ya.M | 01010110089703000 | 11.12.2024 | 11.12.2024 | Thesis |