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Comparison of Surface Irrigation Simulation Models: Full Hydrodynamic, Zero Inertia, Kinematic Wave

Mohammad Valipour
- 10 Nov 2012 - 
- Vol. 4, Iss: 12, pp 68
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TLDR
Ability of full hydrodynamic, zero inertia, and kinematic wave models has been investigated in surface irrigation simulation using SIRMOD software, and their performance has been compared.
Abstract
Some phenomena such as surface irrigation are so complex that it is very difficult to implement them in nature. For this purpose, simulation models are used. In this study, ability of full hydrodynamic, zero inertia, and kinematic wave models has been investigated in surface irrigation simulation. Using SIRMOD software, their performance has been compared. The results showed that full hydrodynamic and zero inertia models were very powerful in simulation process. For increasing of filed slope until amount of 0.01 full hydrodynamic and zero inertia models had not any difference but for more increasing of S0 due to the increasing of velocity, accuracy of zero inertia model dropped. In full hydrodynamic and zero inertia models for increase in Manning’s roughness coefficient amount of error was increased until n=0.15. After this amount, error remained constant thus n=0.15 determined as critical discharge. Accuracy of kinematic wave model reduced in clay and heavy clay soils, high discharges, high Manning’s roughness coefficient, and basin irrigation. However, in many situations all three models had the same answers and were capable tools to simulating of surface irrigation processes.

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References
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Journal ArticleDOI

Kinematic‐Wave Furrow Irrigation Model

TL;DR: In this paper, a kinematic wave model of furrow irrigation under both continuous and surged flow management was developed and verified, and the numerical solution of the differential continuity equation was accomplished.
Journal ArticleDOI

Infiltration parameters for furrow irrigation

TL;DR: In this paper, the authors analyzed four different methods to determine for two furrow sizes (narrow = 40 cm and wide = 60 cm at the top) the infiltration constants of the Kostiakov model: the two-point method, furrow infiltrometer method, advance method, and one point method.
Journal ArticleDOI

Evaluation of infiltration measurements for border irrigation

TL;DR: In this paper, a number of methods are discussed for obtaining a reasonable estimate of the infiltration function for irrigation borders, and the results of Bouwer's method, which uses a series of borders as infiltrometers, were compared to the results from ring data for actual field data, were analyzed by developing advance and recession curves with the zero-inertia border-irrigation model with a known infiltration rate.
Journal ArticleDOI

Modelling of basin irrigation systems : A review

TL;DR: In this paper, the authors have reviewed various simulation models that have been developed and discussed various issues involved in modelling of basin irrigation layouts, and concluded that two-dimensional rather than one-dimensional models are required to simulate all the flow processes involved in irrigation events in basin systems due to the non-linear nature of flow over the basin.
Journal ArticleDOI

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

TL;DR: In this article, a multilevel calibration method was used to estimate the Kostiakov-Lewis infiltration equation parameters and roughness coefficient for different furrow inflow hydrograph shapes.
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