TY  - JOUR
T1  - An Empirical Formula for Estimating of Suspended Sediment Transport in
Upstream of Al-Amarah Barrage using Pi Theorem
AU - T. Ibrahim, Husham AU - Al-Aboodi, Ali H. AU - A. Abbas, Sarmad 
JO  - Journal of Engineering and Applied Sciences
VL  - 14
IS  - 19
SP  - 7159
EP  - 7164
PY  - 2019
DA  - 2001/08/19
SN  - 1816-949x
DO  - jeasci.2019.7159.7164
UR  - https://makhillpublications.co/view-article.php?doi=jeasci.2019.7159.7164
KW  - Sediment transport formula
KW  -Al-Amarah barrage
KW  -Maysan Province
KW  -Iraq
KW  -Pi theorem
KW  -viscosity
of water
AB  - A new formula have been suggested for estimating of suspended sediment load for a reach of Tigris
River. This reach is located in upstream of Al-Amarah barrage, Maysan Province, South of Iraq. The total
number of the observations was fifty-six these observation have been obtained from pervious study. Pi theorem
and general regression among effective parameters are used for developing empirical formula. The effective
parameters represent the characteristics of both flow and sediment. These parameters include density of water
(&#961;) solid particles (&#961;s), viscosity of water (&#957;), mean diameter of particles (d50), acceleration due to gravity (g),
river flow velocity (V), river width (B), particles settling (fall) velocity (w-s) and maximum flow depth (h). Based
on the magnitude of determination coefficient (R<sup>2</sup>) a good agreement between the loads calculated by the
suggested formula and the observed data have been achieved.
ER  - 