 |
International Journal for Research Trends and Innovation
International Peer Reviewed & Refereed Journals, Open Access Journal
ISSN Approved Journal No: 2456-3315 | Impact factor: 8.14 | ESTD Year: 2016
Scholarly open access journals, Peer-reviewed, and Refereed Journals, Impact factor 8.14 (Calculate by google scholar and Semantic Scholar | AI-Powered Research Tool) , Multidisciplinary, Monthly, Indexing in all major database & Metadata, Citation Generator, Digital Object Identifier(DOI)
|
Issue: March 2026
Volume 11 | Issue 3
Review Result and Publication of Paper within : 2-3 days
Click Here For more DetailsFor Authors
Forms / Download
Published Issue Details
Editorial Board
Other IMP Links
Facts & Figure
Impact Factor : 8.14
Issue per Year : 12
Volume Published : 11
Issue Published : 118
Article Submitted : 21528
Article Published : 8515
Total Authors : 22403
Total Reviewer : 805
Total Countries : 159
Indexing Partner
Licence
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License
|
Published Paper Details
|
|
| Paper Title: | SURGE ANALYSIS OF WATER PUMPING PIPELINE SYSTEM (CASE STUDY: AJALLI RAW WATER PUMPING PIPELINE SYSTEM) IN EZEAGU LOCAL GOVERNMENT AREA, ENUGU STATE, SOUTHERN NIGERIA. |
| Authors Name: | Engr. Charles, Eze Ekemeka , Prof. Agunwaba, Jonah Chukwuemeka , Engr. Dr. Odenigbo Celestine |
| Download E-Certificate: | Download |
| Author Reg. ID: |
IJRTI_184533
|
| Published Paper Id: | IJRTI2212032 |
| Published In: | Volume 7 Issue 12, December-2022 |
| DOI: | |
| Abstract: | bstract: Generally, water transmission systems are inherently pressure transients, since the systems must beoperated either programmed or unprogrammed. The resulting pressure transients could be destructiveto the hydrauic systems, depending on its magnitude. The study concerns surge anaysis of pumpingwater pipeline system using Ajalli raw water pumping pipeine system in Ezeagu Local Government Areaof Enugu State, Nigeria as a case study. The method employed in the analysis is varying the number ofpumps in operation from 1-6, that is the flow rate (Q1-Q6) using a mathematica mode with the help of an Excel software to determine the magnitude of surge pressures at selected keypoints along the pipeine as well as determining the minimum thickness of the pipeine required for safe and efficientoperations of the system, since thickness governs the design of pipeine system against surge and the adequacy of the surgealowances provision (rampup and ramp downtimes) for an electrically induced transient pressures.The analysis of these three parameters, surge pressure, minimum pipe wall thickness required and period of vibrations were carried out with as well as without functional anti water hammer devices. The results obtained show that the actual pipe wall thickness did not satisfy the minimum thickness required for safe and efficient operation of the system when more than three pumps are simultaneously inoperation. However, the surge pressure developed at the keypoints of the pipeline system are well below the test pressure of 41.5 bar when five pumps are in operation but are slighty above the test pressure of 41.5 bar when more than five pumps are in operation from drainage 00m to 210m and from chainage 3+930m to 4+470m. Moreover, the calculated period of vibrations for an electrically induced transient pressures is very well below the actual ramp up and ramp down allowances.For the pipeline to operate safely, efficiently and maximaly as designed six duty and one standby, it was recommended to increase thepipelinewallthicknessfrom7.10mmto10.8mmfromchainage00mtochainage5+550m.Moreover,additionalanti waterhammerprotectiondevicesareasorecommendedto improve the operational efficiency and safety of the pipeine against inadmissible surge pressures in an even to electromechanically induced surge pressures inview of poor quality and inadequate power availability in Nigeriain general and Ajalli water scheme in particular. |
| Keywords: | Surge, Hydraulic system, chainage and water hammer |
| Cite Article: | "SURGE ANALYSIS OF WATER PUMPING PIPELINE SYSTEM (CASE STUDY: AJALLI RAW WATER PUMPING PIPELINE SYSTEM) IN EZEAGU LOCAL GOVERNMENT AREA, ENUGU STATE, SOUTHERN NIGERIA.", International Journal for Research Trends and Innovation (www.ijrti.org), ISSN:2455-2631, Vol.7, Issue 12, page no.230 - 244, December-2022, Available :http://www.ijrti.org/papers/IJRTI2212032.pdf |
| Downloads: | 000205327 |
| ISSN: |
2456-3315 | IMPACT FACTOR: 8.14 Calculated By Google Scholar| ESTD YEAR: 2016 An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 8.14 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator |
| Publication Details: |
Published Paper ID: IJRTI2212032
Registration ID:184533
Published In: Volume 7 Issue 12, December-2022
DOI (Digital Object Identifier):
Page No: 230 - 244 Country: Enugu, Enugu, Nigeria Research Area: Civil Engineering Publisher : IJ Publication Published Paper URL : https://www.ijrti.org/viewpaperforall?paper=IJRTI2212032 Published Paper PDF: https://www.ijrti.org/papers/IJRTI2212032 |
| Share Article: | |
|
Click Here to Download This Article |
|
| Article Preview | |
|
|
|
Major Indexing from www.ijrti.org
| Google Scholar | ResearcherID Thomson Reuters | Mendeley : reference manager | Academia.edu |
| arXiv.org : cornell university library | Research Gate | CiteSeerX | DOAJ : Directory of Open Access Journals |
| DRJI | Index Copernicus International | Scribd | DocStoc |
ISSN Details
 |
 |
|
ISSN: 2456-3315
Impact Factor: 8.14 and ISSN APPROVED,
Journal Starting Year (ESTD) : 2016
DOI (A digital object identifier)
| Providing A digital object identifier by DOI.ONE How to Get DOI? |
Conference
Open Access License Policy
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License
Important Details
Join RMS/Earn 300
WhatsApp
Click Here
Click Here
Indexing Partner |
|||
| Copyright © 2026 - All Rights Reserved - IJRTI | |||