N Barahimi, M Afyuni, M Karami, Y Rezaee Nejad,
Volume 12, Issue 46 (1-2009)
Abstract
Compost and sewage sludge contain high concentration of plant nutrients and, thus, have been used extensively as an inexpensive fertilizer. The objective of this study was to evaluate cumulative and residual effects of compost, sewage sludge and cow manure on nitrogen, phosphorus and potassium in soil and wheat. The experiment included compost, sewage sludge and cow manure, each applied at 3 rates (25, 50 and 100 Mg ha-1), a chemical fertilizer (250 kg ha-1 amonium phosphate + urea) and a control plot with 3 replications. The experimental design consisted in completely randomized blocks with treatments arranged in split plots. To study the cumulative and residual effects of the organic amendments, application was repeated on four fifths of each plot in the second year. Wheat was grown in the plots. The results showed that one application (residual effect) of organic amendments had not significant effect on total N in soil and wheat leaves and stem, but it led to significant increase of available phosphorus and potassium in soil and wheat leaves and stem. Cumulative effects of organic amendments significantly (P≤ 0.05) increased the total N (in 50 and 100 Mg ha-1 Cow manure and 100 Mg ha-1 Compost treatments), available P in all organic treatments and K (in all Compost and Cow manure treatments) in soil. Also, cumulative effects of organic amendments significantly (P≤ 0.05) increased the N (in 100 Mg ha-1 sewage sludge), P (in 100 Mg ha-1 compost) and K (in all organic treatments with the exception of 25 Mg ha-1 Compost) concentrations in leaves and stem.
M. Barahimi, K. Shahverdi,
Volume 22, Issue 2 (Summer 2018)
Abstract
Determination of the required water for crop and irrigation programing is of major importance in the sustainable use of water resources. The national water document is the output of the ‘net irrigation required for crops’, which is presented for the optimum allocation of water resources for the demands. The Penman-Monteith-FAO method is used in the calculation. Updating the national water document is necessary to overcome its some limitations, and to provide more adaptation to the plains conditions of the country. The objective of this study was the recognition of the existing problems of the water national document and appropriate method development for implementing in the country plains. In this regard, the required water of different crop patterns was calculated using the Penman-Monteith-FAO method in the Ghazvin plain (as a dry plain), Ghazvin province, and Fomanat plain (as a wet plain), in Fomanat province, in the period of 1976-2005. The results were compared to the water national document. It was shown that annual potential evatranspiration varied between 1330 and 1587.1 mm in the Ghazvin plain, and between 743 and 809 mm in the Fomanat plain. The calculated evapotranspiration in the present study was about 40.6% more than water national document in the Takestan station, in Ghazvin plain, as a sample station.
M. Barahimi, A.r. Sehhat, H. Kavand, S. Parvizi,
Volume 28, Issue 3 (Fall 2024)
Abstract
Today, many countries, including Iran, face natural hazards such as ground subsidence, drought, floods, and acute water shortage. Lack of correct management of underground water resources leads to many of these natural hazards. Artificial recharge of aquifers is one of the solutions proposed in the world to deal with these natural hazards, especially ground subsidence. The quantitative and qualitative effects of the effluent treatment plant on the Damaneh Daran Aquifer recharge were investigated in this research. The results showed that aquifer recharge through the distribution of effluents in the Damaneh Daran River has a positive effect on increasing the water level and releasing effluents in the river will enhance the water level in a larger radius regardless of the quality of the effluents. Based on the result of the present study, it is suggested that all the effluent treatment plants be allocated to aquifer balancing in the future. In the part of replacing wastewater with active wells, due to the lack of wells with industrial and green area use in this region, provided advanced wastewater treatment, all wastewater should be replaced with active wells in the agricultural area.
