Abstract
One of the most methods for design of surface irrigation is volume balance model. This model assumed that the shape factors are constant. This assumption causes significant errors in computations. In this paper were investigated the variations of the shape factors relative to time by Valiantzas’ method. This method is based on combination of volume balance and kinematic wave models. Results of the method as advance curve had a good agreement with field data. So the method proved that subsurface shape factor was variable relative to time and all its values were more than its constant value in initial volume balance method. The variation of surface shape factor was less than the other factor.
This is a preview of subscription content, log in via an institution to check access.
Similar content being viewed by others
References
Al-Azba A, Strelkoff T (1994) Correct form of Hall technique for border irrigation advance. J Irrig Drain Eng 120(2):292–307. https://doi.org/10.1061/(ASCE)0733-9437(1994)120:2(292)
Hall WA (1956) Estimating irrigation border flow. Agric Eng 37(4):263–265
Hart WE, Basset DL, Strelkoff T (1968) Surface irrigation hydraulics-kinematics. J Irrig Drain. Eng 94(4):419–440
Ostad-Ali-Askari K (2015a) Groundwater, 1st edn. Horoufchin publisher, London
Ostad-Ali-Askari K (2015b) Nitrate pollution in groundwater. Horoufchin publisher, Isfahan
Ostad-Ali-Askari K, Shayannejad M (2015a) Study of sensitivity of Autumnal wheat to under irrigation in Shahrekord, Shahrekord City. Iran Int J Agric Crop Sci 8(4):602–605
Ostad-Ali-Askari K, Shayannejad M (2015b) The reviews of Einstein’s equation of logarithmic distribution platform and the process of changes in the speed range of the Karkheh river, Khuzestan province. Int J Dev Res 5(3):3786–3790
Ostad-Ali-Askari K, Shayannejad M (2015c) The study of mixture design for foam Bitumen and the polymeric and oil materials function in loose soils consolidation. J Civil Eng Res 5(2):39–44
Ostad-Ali-Askari K, Shayannejad M (2015d) Developing an optimal design model of furrow irrigation based on the minimum cost and maximum irrigation efficiency. Int Bulletin Water Resour Dev 3(2):18–23
Ostad-Ali-Askari K, Shayannejad M (2015e) Presenting a mathematical model for estimating the deep percolation due to irrigation. Int J Hydraul Eng 4(1):17–21
Ostad-Ali-Askari K, Shayannejad M (2015f) Usage of rockfill dams in the HEC-RAS software for the purpose of controlling floods. Am J Fluid Dyn 5(1):23–29
Ostad-Ali-Askari K, Shayannejad M, Ghorbanizadee-Kharazi H (2015a) Assessment of artificial neural network performance and exponential regression in prediction of effective rainfall. Int J Dev Res 5(3):3791–3794
Ostad-Ali-Askari K, Shayannejad M, Golabchian M (2015b) Numerical methods in groundwater, 1st edn. Kankash publisher, Isfahan
Raeisi-Vanani H, Soltani Todeshki AR, Ostad-Ali- Askari K, Shayannejad M (2015) The effect of heterogeneity due to inappropriate tillage on water advance and recession in furrow irrigation. J Agric Sci 7(6):127–136
Sayedipour M, Ostad-Ali-Askari K, Shayannejad M (2015) Recovery of run off of the sewage refinery, a factor for balancing the Isfahan-Borkhar plain water table in drought crisis situation in Isfahan province-Iran. Am J Environ Eng 5(2):43–46
Shayannejad M, Ostad-Ali-Askari K (2015a) Modeling of solute movement in groundwater, 1st edn. Kankash publisher, Isfahan
Shayannejad M, Ostad-Ali-Askari K (2015b) Optimization and its application in water resources management, 1st edn. Kankash publisher, Isfahan
Shayannejad M, Akbari N, Ostad-Ali-Askari K (2015a) Study of modifications of the river physical specifications on muskingum coefficients, through employment of genetic algorithm. Int J Dev Res 5(3):3782–3785
Shayannejad M, Akbari N, Ostad-Ali-Askari K (2015b) Determination of the nonlinear Muskingum model coefficients using genetic algorithm and numerical solution of the continuity. Int J Sci Basic Appl Res 21(1):1–14
Soltani-Todeshki AR, Raeisi-Vanani H, Shayannejad M, Ostad-Ali-Askari K (2015) Effects of magnetized municipal effluent on some chemical properties of soil in furrow irrigation. Int J Agric Crop Sci 8(3):482–489
Valiantzas JD (1993) Border advance using improved volume balance model. J Irrig Drain Eng 119(6):1006–1013. https://doi.org/10.1061/(ASCE)0733-9437(1993)119:6(1006)
Valiantzas JD (1997a) Surface irrigation advance equation: variation of subsurface shape factor. J Irrig Drain. Eng 123(4):300–306. https://doi.org/10.1061/(ASCE)0733-9437(1997)123:4(300)
Valiantzas JD (1997b) Volume balance irrigation advance equation: variation of surface shape factor. J Irrig Drain Eng 123(4):307–312. https://doi.org/10.1061/(ASCE)0733-9437(1997)123:4(307)
Walker WR, Skogerboe GV (1987) Surface irrigation theory and practice. Prentice-Hall Inc., Englewood Cliffs
Author information
Authors and Affiliations
Corresponding author
Additional information
Publisher's Note
Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
Rights and permissions
About this article
Cite this article
Ostad-Ali-Askari, K., Shayannejad, M. Impermanent changes investigation of shape factors of the volumetric balance model for water development in surface irrigation. Model. Earth Syst. Environ. 6, 1573–1580 (2020). https://doi.org/10.1007/s40808-020-00771-4
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s40808-020-00771-4