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Study of sensitivity of Autumnal wheat to under irri...

Created: 2016-03-23 18:32:52

Credits: Dr Kaveh Ostad Ali Askari

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Optimal design of pressurized irrigation laterals in...

Created: 2016-03-23 18:29:53

Credits: Dr Kaveh Ostad Ali Askari

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Impermanent Changes Investigation of Shape Factors o...

Created: 2016-03-23 18:27:12

Credits: Dr Kaveh Ostad Ali Askari

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Effects of Magnetized Municipal Effluent on Some Che...

Created: 2016-03-23 18:23:16

Credits: Dr Kaveh Ostad Ali Askari

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The Effect of Heterogeneity Due to Inappropriate Til...

Created: 2016-03-23 18:16:21

Credits: Dr Kaveh Ostad Ali Askari

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Determination of the Nonlinear Muskingum Model Coeff...

Created: 2016-03-23 18:11:07

Credits: Dr Kaveh Ostad Ali Askari

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ASSESSMENT OF ARTIFICIAL NEURAL NETWORK PERFORMANCE ...

Created: 2016-03-23 15:08:08

Credits: Dr Kaveh Ostad Ali Askari

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STUDY OF MODIFICATIONS OF THE RIVER PHYSICAL SPECIFI...

Created: 2016-03-23 15:06:23

Credits: Dr Kaveh Ostad Ali Askari

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Developing an Optimal Design Model of Furrow Irrigat...

Created: 2016-03-23 15:04:34

Credits: Dr Kaveh Ostad Ali Askari

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The Study of Mixture Design for Foam Bitumen and the...

Created: 2016-03-23 15:03:16

Credits: Dr Kaveh Ostad Ali Askari

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Presenting a Mathematical Model for Estimating the D...

Created: 2016-03-23 15:01:17

Credits: Dr Kaveh Ostad Ali Askari

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Usage of Rockfill Dams in the HEC-RAS Software for t...

Created: 2016-03-23 14:59:26

Credits: Dr Kaveh Ostad Ali Askari

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:: Recovery of Run off of the Sewage Refinery, a Fa...

Created: 2016-03-23 14:53:57

Credits: Dr Kaveh Ostad Ali Askari

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Groundwater Hydrodynamics

Created: 2016-03-23 14:48:25

Credits: Dr Kaveh Ostad Ali Askari

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Environmental Hydraulics of Open Channel Flows

Created: 2016-03-23 14:45:13

Credits: Dr Kaveh Ostad Ali Askari

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:: NUMERICAL METHODS IN GROUNDWATER

Created: 2016-03-23 14:42:54

Credits: Dr Kaveh Ostad Ali Askari

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:: Nitrate Pollution in Groundwater

Created: 2016-03-23 14:39:45 | Last updated: 2016-03-23 14:39:46

Credits: Dr Kaveh Ostad Ali Askari

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:: CONNECTIONS IN STEEL STRUCTURES

Created: 2016-03-23 14:38:08

Credits: Dr Kaveh Ostad Ali Askari

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Groundwater

Created: 2016-03-23 14:36:17

Credits: Dr Kaveh Ostad Ali Askari

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Modeling of Solute Movement in Groundwater

Created: 2016-03-23 14:34:40

Credits: Dr Kaveh Ostad Ali Askari

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:: Optimization and Its Application in Water Resour...

Created: 2016-03-23 14:31:13

Credits: Dr Kaveh Ostad Ali Askari

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Comportamiento de los metales trazas Cu, P... (1)

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The concentrations of the metalsCu, Pb, Mn and Zn in fra ctions geochemistry insix sediment core of the lagoon Unare, Venezuela.A procedure of sequential extraction of metalswas determined, for each fraction was usedreagents different and conditions of digestionand the concentrations of metals determinedwith spectrophotometer of Atomic Absorption.The fractionating of metals indicated an order ofdecreasing concentration as it follows: residualfraction > organic/sulfur matter > carbonates...

Created: 2016-03-19

Credits: William Senior

Coastal and Marine Water Quality Indicator... (1)

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The Workshop “Coastal and Marine Water Quality Indicators and Methodologies to DeterminePollutant Loads in the Wider Caribbean” took place in Havana, Cuba, with the following objectives:? Analyse methodologies used to determine pollutant loads in the marine environment from pointand non-point sources and the main coastal and marine water quality indicators.? Discuss methodologies used for the characterization and quantification of municipal andindustrial solid wastes.? Present pre...

Created: 2016-03-19

Credits: William Senior

PRINCIPALES FUENTES DE CONTAMINACIÓN DEL R... (1)

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El Manzanares es uno de los principales ríos de Venezuela. Está ubicado en la región nor-oriental del país.

Created: 2016-03-19

Credits: William Senior

PRINCIPALES FUENTES DE CONTAMINACIÓN DEL R... (1)

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El río Manzanares es uno de los más importantes de Venezuela. Está ubicado en la región nor-oriental,en el Estado Sucre. Posee una cota máxima de 2.200,oo msnm, en el Cerro Las Peonias y una mínimade 00,oo msnm en el Golfo de Cariaco, con una longitud de cauce de 81 km, pendiente mínima de 15%y gasto medio de 1,23 m3/s. Existe una precipitación media anual de 1.328,10 mm, con evaporación de1.929,4 mm (MARNR, 1998). Según el...

Created: 2016-03-19

Credits: William Senior