Volume 39 (2025)
Volume 38 (2024)
Volume 37 (2023)
Volume 36 (2022)
Volume 35 (2021)
Volume 34 (2020)
Volume 33 (2019)
Volume 32 (2018)
Volume 31 (2017)
Volume 30 (2016)
Volume 29 (2015)
Volume 28 (2014)
Volume 27 (2013)
Volume 26 (2012)
Volume 25 (2011)
Volume 24 (2010)
Volume 23 (2009)
Volume 22 (2008)
Integrated Model of Water Optimal Allocation with a Cooperative Game Approach Case Study: Shahid Rajaee Dam

A. Emadi; Ramin Fazloula

Volume 33, Issue 5 , November and December 2020, , Pages 695-708

https://doi.org/10.22067/jsw.v33i5.82654

Abstract
  Introduction: Population growth and water resource constraints make optimal operation of available resources important. Considering the utility of the stakeholders and the physical limitations of the problem, the optimal allocation of water resources is, therefore, necessary. Among the proposed strategies, ...  Read More

Laboratory Study of Hydraulic Performance of Ogee Spillway and Downstream Canal with Axial Arc

T. Eshrati; R. Fazloula; M. Sanei; A. Emadi

Volume 29, Issue 4 , September and October 2015, , Pages 874-885

https://doi.org/10.22067/jsw.v0i0.27403

Abstract
  Introduction: Weirs are one of the common structures for discharge and flow measurement. Therefore,these types of hydraulic structures depending on the purposeofuse havedifferent shapes. In some cases, due to practical constraints, spillways with curvature in plan are designed. In such situations study ...  Read More

Experimental Study of Rectangular Labyrinth Weir

M. Rezaee; A. Emadi; Q. Aqajani Mazandarani

Volume 29, Issue 6 , January and February 2015, , Pages 1438-1446

https://doi.org/10.22067/jsw.v29i6.35122

Abstract
  Introduction: Labyrinth weirs compare with straight weirs had required less freeboard in upstream so they are more appropriate for the irrigation networks. So they could maked more space to sotrage water and restrained foold with higher discharge. Labyrinths weirs have three generally form triangles, ...  Read More

Water Delivery Optimization in BP14 Canal of Fumanat Irrigation Network Using Ants Colony System Algorithm

A. Emadi; S. Kakouie

Volume 26, Issue 5 , November and December 2012, , Pages 1109-1118

https://doi.org/10.22067/jsw.v1391i0.16926

Abstract
  Poor delivery and distribution water in irrigation canals will cause the discontent of farmers, disrespect of equity in water delivery and increase operational losses. Therefore optimal water delivery scheduling will increase performance condition network, considerably. With the spread of computers and ...  Read More

Reservoir Operation Rule Curve of Doroodzan Dam using Yield Model

A.R. Emadi; M. Khademi

Volume 25, Issue 5 , November and December 2011

https://doi.org/10.22067/jsw.v0i--.11217

Abstract
  Abstract Regarding temporal variation of rivers discharge and demands, for suitable use of dam reservoirs stored water, application of operation rule curves is necessary. Operation rules are expressed with rule curves. Application of yield model is one of the methods of operation curve preparation, ...  Read More

Mathematical Model for Auto-Calibration of Area-Reduction Method in Sediment Distribution of Dam Reservoir Using Genetic Algorithm

A.R. Emadi; A. Mohammadiha; J. Mohammad Vali Samani

Volume 25, Issue 2 , May and June 2011

https://doi.org/10.22067/jsw.v0i0.9482

Abstract
  Abstract Area-reduction method is one of the most common experimental methods that determines the sediment distribution in reservoirs. In this method, reservoirs are geometrically divided into four types. For all reservoir types, parameters are achieved based on a limited number of reservoirs which ...  Read More