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Welcome to Professor Manouchehr Heidarpour

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Office : Department of Water Engineering, Faculty of Agriculture, Isfahan University of Technology, Isfahan, Iran. P.O. Box: 84156-83111. Email : heidar@cc.iut.ac.ir Phone : +983133913436 Fax : +983133912254 Web Site : Professor Manouchehr Heidarpour

Professor

Research Fields : Hydraulics

Hydraulic Structures

Wastewater Treatment

Teaching

Last News

Hydraulic-Anhar

Recent Publications

Influence of suction and collar on reducing local scouring in cylindrical pier

Investigating impacts of climate change on irrigation water demands and its resulting consequences on groundwater using CMIP5 models.

An Experimental and Analytical Study of a Hydraulic Jump Over a Rough Bed with an Adverse Slope and a Positive Step

Improving Quality of Municipal Solid Waste Compost through Mg-Modified Zeolite.

Developing a non-cooperative optimization model for water and crop area allocation based on leader-follower game

Development of HADIS Algorithm for Deficit Irrigation Scheduling.

Effect of Aggregate Size and Porosity of Clay Soils on the Hydraulic Parameters of the Green-Ampt Infiltration Model

Application of Modified Zeolite and Modified Peat in Removing Salinity Ions from Irrigation Saline Waters

A game theory approach for conjunctive use optimization model based on virtual water concept

Developing a non-cooperative optimization model for water and crop area allocation based on leader-follower game

Simultaneous effect of collar and roughness on reducing and controlling the local scour around bridge abutment.

The effect of modified zeolite activated carbon and peat with cationic surfactant and sodium hydroxide on removing anions from irrigation saline waters.

Development of HADIS Algorithm for Deficit Irrigation Scheduling.

Study of Energy Dissipation and Downstream Flow Regime of Labyrinth Weirs

Development of a new drought index for groundwater and its application in sustainable groundwater extraction.

Evaluation of Horizontal–Vertical Subsurface Hybrid Constructed Wetlands for Tertiary Treatment of Conventional Treatment Facilities Effluents in Developing Countries

Control of the local scouring around the cylindrical bridge pier using armed soil by geotextile.

Comparison the hydraulic characteristics of finite crest length weir with quarter-circular crested weir.

Evaluation of the Effects of Climate Change on Groundwater Recharge Using a Hybrid Method.

Investigation of flow distribution on retention time and hydraulic behavior of a horizontal subsurface flow constructed wetland (Case Study: Isfahan).

Evaluation of the Effects of Climate Change on Groundwater Recharge Using a Hybrid Method

Discharge coefficient of a circular-crested side weir in rectangular channels.

Hydrodynamics and transverse mixing in a rectangular channel with bed forms and bank vegetation.

Discharge coefficient of a circular-crested side weir in rectangular channels.

Flow characteristics of rectangular sharp-crested side weirs in the presence of guide vanes

Preparation, characterization and sodium sorption capability of rice husk carbonaceous adsorbents

Application of the Green–Ampt model for infiltration into layered soils

Characterization and Sodium Sorption Capacity of Biochar and Activated Carbon Prepared from Rice Husk

Analysis of the effects of various parameters on groundwater recharge using a hybrid method.

Discussion of “Numerical Simulation of Flow over a Semicylinder Weir” by Mevlut Sami Akoz, Veysel Gumus, and Mehmet Salih Kirkgoz

Discussion of “Discharge Coefficient of Circular-Crested Weirs Based on a Combination of Flow around a Cylinder and Circulation” by Abdorreza Kabiri-Samani and Sara Bagheri

Flow Characteristics of a Sharp-Crested Side Sluice Gate

Nitrate Removal from Aqueous Solution Using Natural Zeolite-Supported Zero-Valent Iron Nanoparticles

Discharge coefficient of rectangular sharp-crested side weirs, Part I: Traditional weir equation

Removal of Calcium and Magnesium by Activated Carbons Produced from Agricultural Wastes

Discharge coefficient of rectangular sharp-crested side weirs. Part II: Domínguez's method

Hydraulic characteristics of a new weir entitled of quarter-circular crested weir

Simultaneous Simulation of both Surface and Groundwater Resources Using System Dynamics Approach (Case Study: Taleghan Dam)

Control of Local Scour around Bridge Pier Groups Using Geotextile Armored soil

Transverse Mixing Coefficient on Dunes with Vegetation on a Channel Wall

Application of convex streamline theory to circular-crested weir

The effects of different inflow hydrograph shapes on furrow irrigation fertigation

Comparison of multilevel calibration and volume balance method for estimating furrow infiltration

Scenario analysis: the effects of inflow hydrograph shape on fertilizer losses

Estimating Soil Hydraulic Parameters by Using Green and Ampt Infiltration Equation

A New Method for Estimating the Parameters of Kostikov and Modified Kostiakov Infiltration Equations

Nitrate removal using different carbon substrates in a laboratory model

Application of free vortex theory to estimating discharge coefficient for sharp-crested weirs

The effects of variable inflow hydrographs on water saving in furrow irrigation using zero-inertia model

New Empirical Method for Prediction of Sediment Distribution in Reservoirs

NITRATE REMOVAL OF DRAINAGE WATER WITH BARLEY STRAW AS A BIOREACTOR FILTER

Overflow characteristics of circular-crested weirs

The effects of variable inflow hydrographs on water saving in furrow irrigation using zero-inertia model

Reduction of local scour around bridge pier groups using collars

Flow over rectangular sharp-crested weirs

Effects of Irrigation Water Salinity and Leaching Fraction on Yield and Evapotranspiration in Spring Wheat

Derivation of Reservoir s Area-Capacity

Species factor and evapotranspiration for an Ash (Fraxinus rotundifolia) and Cypress (Cupressus arizonica) in an arid region

Furrow infiltration and roughness prediction for different furrow inflow hydrographs using a zero-inertia model with a multilevel calibration approach

Effects of leaching on soil desalinization for wheat crop in an arid region

Application of potential flow to circular-crested weir

Application of a SWAT model for estimating runoff and sediment in two mountainous basins in central Iran

Effects of Irrigation Water Salinity and Leaching on Soil Chemical Properties in an Arid Region

Salt Tolerance of Wheat According to Soil and Drainage Water Salinity

The effect of treated wastewater on soil chemical properties using subsurface and surface irrigation methods

Velocity distribution over cylindrical weirs

The Effect of the Geometry of Headrace Channel on Vortex and Discharge Coefficient

Flow resistance in a compound gravel-bed bend

Estimation and prediction of Sediment loads in Zayandehrood River using Artificial Neural Networks

Local scour protection at bridge piers groups using collar, 31th IAHR Congress

A Comparison of Asphaltic Concrete Core Dams and Asphaltic Lining Dams with Clay Core Dams

A physically-based model for estimating osmotic potential of a clay soil

Control and reduction of local scour at bridge pier groups using slot

Evaluation of Distribution of Sediments as a Measure of Flood-Capacity Reduction in Some Iranian Reservoirs

Fully developed turbulent flow in a pipe with wall suction

Control and reduction of local scour at bridge piers by using slot

Use of zeolite to control heavy metals in municipal wastewater applied for irrigation

بررسی تأثیر کابل در کنترل و کاهش آبشستگی موضعی اطراف پایه های پل

بررسی برخی از روشهای نوین ترکیبی تغییر الگوی جریان اطراف پایههای پل جهت کنترل و کاهش آبشستگی موضعی

بررسی عملکرد شمع¬های حفاظتی بر کنترل و کاهش آب¬شستگی پایه پل¬های استوانه¬ای

Professor Manouchehr Heidarpour | College of Agriculture

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