Flood 2010 began in late July, resulting from heavy monsoon rains in Khyber Pakhtunkhwa, Punjab, Balochistan and Sindh in Pakistan. Over all Pakistan’s one-fifth area was affected by flood. According to Government data, flood directly affected about 20 million people, mostly by destruction of property, livelihood and infrastructure with a death toll of close to 2000. Indus Basin Irrigation system is one of the world's largest Irrigation system and the largest system in Pakistan. It covers Area of 17.2 Mha. Indus river basin irrigation system has three major reservoirs, sixteen barrages, two head works, two siphons across major rivers, 12 inter river link canals and 44000irrigation canal mileage. Sindh irrigation system lies below Guddu barrage, the first barrage in Sindh, enters Sindh province at a R.L. of (75m 246ft) above mean sea level. After Flood 2010, it was important to study the region of sukkur and sukkur barrage to control high flood with safe flow to avoid massive destruction. Almost one fifth portion of Pakistan was submerged in Flood water. For future planning it is important to take precautionary measures and avoid destructions at sukkur barrage. Sukkur Barrage has network based on seven canals (9923 km) 6166 miles long, feeding the largest irrigation system in the world, with more than 7.63 million acres of irrigated land which is approximately 25 percent of total canal irrigated area of the country. Structure of barrage is based on 66 spans, each 60 feet and weighing 50 tons. Here, Goal of research study is to present a hypothetical flood in Indus River at point of Sukkur barrage with potential changes in geometry of river in premises of Sukkur barrage. To measure technical analysis of sukkur barrage a computer based model is prepared through HEC RAS software. software is capable to moderate the satellite image and modify it according to contour's of area and imbedding Computer Added Design in model to analyze impact of flood 2010 at Sukkur Barrage. levees are also generated in model to overcome the problem of overtopping of flood water. Analysis shows results same as satellite images were taken during flood and impact of velocity pressure (showing water particle tracing) at gates were also measured as depositing of silt at upstream of barrage.
Published in | Software Engineering (Volume 7, Issue 3) |
DOI | 10.11648/j.se.20190703.12 |
Page(s) | 53-62 |
Creative Commons |
This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited. |
Copyright |
Copyright © The Author(s), 2019. Published by Science Publishing Group |
IRIS, Flood 2010, GIS, Sukkur Barrage, Computer Based Model, Data, Technical Analysis, Results and Suggestions
[1] | Key Challenges and Opportunities for Conjunctive Management of surface and ground water in mega irrigation system “Frank van Steenbergen, Muhammad Basharat and Bakhshal Khan Lashari” Resources 2015, 4, 831-856; doi: 10.3390/resources4040831. |
[2] | of Surface and Groundwater in Mega-Irrigation Systems: |
[3] | Lower Indus, Pakistan |
[4] | http://www.tbl.com.pk/indus-basin-irrigation-system-of-pakistan. |
[5] | Farhan Hussain Wagan & Salim Khoso "WATER SHORTAGE; IT'S CAUSES, IMPACTS AND REMADIAL MEASURES" Conference: 6th International Civil Engineering Congress, At Karachi, Pakistan 2013. |
[6] | Flood Zoning Simulation byHEC-RAS Model (Case Study: Johor River-Kota Tinggi Region) Ahmad Shahiri Parsa, Mohammad Heydari, Mohammad Sadegh Sadeghian and Mahdi Moharrampour (journal of river engineering 2013). |
[7] | Numerical Analysis of Road Embankment in Flood Region of Sindh. Farhan Hussain Wagan (Masters Thesis QUEST) 2018. |
[8] | Real-time updating of HEC-RAS model for streamflow forecasting using an optimization algorithm. Vinícius Alencar Siqueira1, Mino Viana Sorribas1, Juan Martin Bravo1, Walter Collischonn1, Auder Machado Vieira Lisboa2 and Giovanni Gomes Villa Trinidad RBRH, Porto Alegre, v. 21, n. 4, p. 855-870, out./dez. 2016 Scientific/Technical Article. |
[9] | Flood Inundation Mapping using HEC-RAS. (Goodell, C.; Warren, C.) Obras y Proyectos pp18-23. |
[10] | 1D/2D Flood Modelling of River Indus: GUDDU-SUKKUR Reach. Muhammad Faisal Arif (Masters Thesis NUST) 2017. |
APA Style
ZarifIqbal Khero, Farhan Hussain Wagan, Naila Qadir Hisbani. (2019). Using Satellite Images to Analyze Technically Sukkur Barrage During Flood in Pakistan. Software Engineering, 7(3), 53-62. https://doi.org/10.11648/j.se.20190703.12
ACS Style
ZarifIqbal Khero; Farhan Hussain Wagan; Naila Qadir Hisbani. Using Satellite Images to Analyze Technically Sukkur Barrage During Flood in Pakistan. Softw. Eng. 2019, 7(3), 53-62. doi: 10.11648/j.se.20190703.12
@article{10.11648/j.se.20190703.12, author = {ZarifIqbal Khero and Farhan Hussain Wagan and Naila Qadir Hisbani}, title = {Using Satellite Images to Analyze Technically Sukkur Barrage During Flood in Pakistan}, journal = {Software Engineering}, volume = {7}, number = {3}, pages = {53-62}, doi = {10.11648/j.se.20190703.12}, url = {https://doi.org/10.11648/j.se.20190703.12}, eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.se.20190703.12}, abstract = {Flood 2010 began in late July, resulting from heavy monsoon rains in Khyber Pakhtunkhwa, Punjab, Balochistan and Sindh in Pakistan. Over all Pakistan’s one-fifth area was affected by flood. According to Government data, flood directly affected about 20 million people, mostly by destruction of property, livelihood and infrastructure with a death toll of close to 2000. Indus Basin Irrigation system is one of the world's largest Irrigation system and the largest system in Pakistan. It covers Area of 17.2 Mha. Indus river basin irrigation system has three major reservoirs, sixteen barrages, two head works, two siphons across major rivers, 12 inter river link canals and 44000irrigation canal mileage. Sindh irrigation system lies below Guddu barrage, the first barrage in Sindh, enters Sindh province at a R.L. of (75m 246ft) above mean sea level. After Flood 2010, it was important to study the region of sukkur and sukkur barrage to control high flood with safe flow to avoid massive destruction. Almost one fifth portion of Pakistan was submerged in Flood water. For future planning it is important to take precautionary measures and avoid destructions at sukkur barrage. Sukkur Barrage has network based on seven canals (9923 km) 6166 miles long, feeding the largest irrigation system in the world, with more than 7.63 million acres of irrigated land which is approximately 25 percent of total canal irrigated area of the country. Structure of barrage is based on 66 spans, each 60 feet and weighing 50 tons. Here, Goal of research study is to present a hypothetical flood in Indus River at point of Sukkur barrage with potential changes in geometry of river in premises of Sukkur barrage. To measure technical analysis of sukkur barrage a computer based model is prepared through HEC RAS software. software is capable to moderate the satellite image and modify it according to contour's of area and imbedding Computer Added Design in model to analyze impact of flood 2010 at Sukkur Barrage. levees are also generated in model to overcome the problem of overtopping of flood water. Analysis shows results same as satellite images were taken during flood and impact of velocity pressure (showing water particle tracing) at gates were also measured as depositing of silt at upstream of barrage.}, year = {2019} }
TY - JOUR T1 - Using Satellite Images to Analyze Technically Sukkur Barrage During Flood in Pakistan AU - ZarifIqbal Khero AU - Farhan Hussain Wagan AU - Naila Qadir Hisbani Y1 - 2019/08/19 PY - 2019 N1 - https://doi.org/10.11648/j.se.20190703.12 DO - 10.11648/j.se.20190703.12 T2 - Software Engineering JF - Software Engineering JO - Software Engineering SP - 53 EP - 62 PB - Science Publishing Group SN - 2376-8037 UR - https://doi.org/10.11648/j.se.20190703.12 AB - Flood 2010 began in late July, resulting from heavy monsoon rains in Khyber Pakhtunkhwa, Punjab, Balochistan and Sindh in Pakistan. Over all Pakistan’s one-fifth area was affected by flood. According to Government data, flood directly affected about 20 million people, mostly by destruction of property, livelihood and infrastructure with a death toll of close to 2000. Indus Basin Irrigation system is one of the world's largest Irrigation system and the largest system in Pakistan. It covers Area of 17.2 Mha. Indus river basin irrigation system has three major reservoirs, sixteen barrages, two head works, two siphons across major rivers, 12 inter river link canals and 44000irrigation canal mileage. Sindh irrigation system lies below Guddu barrage, the first barrage in Sindh, enters Sindh province at a R.L. of (75m 246ft) above mean sea level. After Flood 2010, it was important to study the region of sukkur and sukkur barrage to control high flood with safe flow to avoid massive destruction. Almost one fifth portion of Pakistan was submerged in Flood water. For future planning it is important to take precautionary measures and avoid destructions at sukkur barrage. Sukkur Barrage has network based on seven canals (9923 km) 6166 miles long, feeding the largest irrigation system in the world, with more than 7.63 million acres of irrigated land which is approximately 25 percent of total canal irrigated area of the country. Structure of barrage is based on 66 spans, each 60 feet and weighing 50 tons. Here, Goal of research study is to present a hypothetical flood in Indus River at point of Sukkur barrage with potential changes in geometry of river in premises of Sukkur barrage. To measure technical analysis of sukkur barrage a computer based model is prepared through HEC RAS software. software is capable to moderate the satellite image and modify it according to contour's of area and imbedding Computer Added Design in model to analyze impact of flood 2010 at Sukkur Barrage. levees are also generated in model to overcome the problem of overtopping of flood water. Analysis shows results same as satellite images were taken during flood and impact of velocity pressure (showing water particle tracing) at gates were also measured as depositing of silt at upstream of barrage. VL - 7 IS - 3 ER -