Characteristics of Tigris River bed material at 67 Km Downstream Kut Barrage

Authors

  • Mohammed Siwan Shamkhi, dr Civil Engineering Department, Wasit University , Iraq
  • Zainab Shakir Attab Civil Engineering Department, Wasit University , Iraq

DOI:

https://doi.org/10.31185/ejuow.Vol7.Iss1.114

Keywords:

Tigris River, Bed material characteristics

Abstract

The study reach has a length of about 70 km of Tigris River at downstream Kut barrage. This starts directly after Kut Barrage up to Shiekh Saad south of Kut city. The aim of this study is to analyze the bed material at the bottom of the Tigris River. Twenty-one samples were collected from seven cross-sections by using Van Veen's Grab Sampler. The median diameter (d50) of these samples ranged between 0.005 mm and 0.1 mm  even as the mean size was 0.032 mm. This indicates that the bed material can be classified as fine grain clay, silt, sand  and loam, and also that the percent of washed fine particles near the barrage regulators are larger than those at the other site downstream This could be due to the large water power of released water discharge from the barrage. The flow regime of the first two kilometers of the study reach was flatbed due to the high flow strength of the released water discharged from the barrage.

References

[1] Geohydraulique,(1977)," Tigris River training project within Baghdad City", report submitted to the Ministry of Irrigation-Iraq, Paris.
[2] Al-Ansari, N.A., & Toma, A., 1984, Bed characteristics of the River Tigris within Baghdad. J.Water Res., 3(1), 1-23.38.
[3] Othman,K.I., and Deguan,W.,(2004)," Characteristics of Tigris River Bed at Mosul City", Iraq, Journal OF Lake Sciences College of Environmental Science and Engineering, Hohai University, , P.R.China , Vol.16.
[4] Hameed, A. T. M, Othman. K. I,(2013).Characteristics of Tigris River Bed after Mosul Dam Closure, Scientific Journal of Tikrit University, Engineering Science ,Vol. 20, No.5, pp.30-44 .
[5] Al Ansari ,N.A,Ali,A.,AL-Suhail,Q.,Knutsson,s.,(2015),"Flow of River Tigris and its Effect on the Bed Sediment within Baghdad" ,Iraq, Open Engineering,5,455-477.
[6] ASTM, (2001),"Annual Book of ASTM Standards", West Conshohocken, PA, 2001.Copy right, American Society for Testing and Materials, USA.
[7] Wu, W.,(2007)," Computational river dynamics", CRC Press.
[8] Das, M. M., (2009), "Open Channel Flow", PHI Learning Private Limited,India.
[9] Dingman , S.,L., (2009)," Fluvial Hydraulics", Oxford University ,NewYourk.
[10] Hassan, A., A., (2015),"Sediment Transport Modeling for the Upstream of Al-Amarah Barrage". PhD Thesis, Water resources Eng. Dep, College of engineering, Basra University.
[11] Graf, W. H., (1971), "Hydraulic Of Sediment Transport", McGraw-Hill, Inc. USA.
[12] Technical Supplement 13A,(2007), "Guidelines for Sampling Bed Material Part 654", National Engineering Handbook.,210–VI–NEH.
[13] ASTM, D 854-00, (2000), "Standard Test Methods for Specific Gravity of Soil Solids by Water Pycnometer", USA.
[14] Frings, R.M., Ottevanger ,W. ,and Sloff ,C.J. ,(2010),"Downstream fining in sand-bed Rivers, River Flow 2010 - Dittrich, Koll, Aberle & Geisenhainer (eds) .
[15] Abdul Hameed, U. H.,(2010)," Determination of Manning roughnessValue for Euphrates River at Al –Fallujah barrages using different theories", University of Anbar, Iraq, V. 2, No.2, pp. 25-31.

Additional Files

Published

2019-04-15

Issue

Section

Environmental Engineering

How to Cite

Shamkhi, M. S., & Attab, Z. S. (2019). Characteristics of Tigris River bed material at 67 Km Downstream Kut Barrage. Wasit Journal of Engineering Sciences, 7(1), 54-61. https://doi.org/10.31185/ejuow.Vol7.Iss1.114