Watering Floodplain Wetlands in the Murray–Darling Basin to Benefit Native Fish A Discussion with Managers
Source: http://www.dse.vic.gov.au/ari
This report describes the content and outcomes of a workshop entitled ‘Watering Floodplain Wetlands of the Murray–Darling Basin for Fish: A Discussion with Managers’ held on 5 March 2008 at Wonga Wetlands in Albury (NSW). The workshop was part of a four-year, National Water Commission funded project aimed at optimizing wetland environmental watering protocols to maximize benefits to native fish populations.
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use,was 81.4% in 1900, 72.3% in 1950, 68.2% in 1975, and 56.7% in 2000. Global water use for urban
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Availability of water for irrigation is also constrained by the diversion to fossil fuel production
and eutrophication/pollution of water resources. One liter of bioethanol production requires 3500L
of fresh water. Thus, there is a strong and prime need for conserving, recycling, and improving soil-
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supply for supplemental irrigation. Global water use for agriculture,.as a percentage of the total water
use,was 81.4% in 1900, 72.3% in 1950, 68.2% in 1975, and 56.7% in 2000. Global water use for urban
purposes (km 3/year) was 20 in 1900, 60 in 1950, 150 in 1975, and 440 in 2000. Similarly, global water
use (km 3/year) for industrial purposes was 30 in 1900, 190 in 1950, 630 in 1975, and 1900 in 2000
Availability of water for irrigation is also constrained by the diversion to fossil fuel production
and eutrophication/pollution of water resources. One liter of bioethanol production requires 3500L
of fresh water. Thus, there is a strong and prime need for conserving, recycling, and improving soil-
water resources to meet the food demands of the growing world population.
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The need for an efficient use of soil water is.also enhanced by the lack of availability of freshwater
supply for supplemental irrigation. Global water use for agriculture,.as a percentage of the total water
use,was 81.4% in 1900, 72.3% in 1950, 68.2% in 1975, and 56.7% in 2000. Global water use for urban
purposes (km 3/year) was 20 in 1900, 60 in 1950, 150 in 1975, and 440 in 2000. Similarly, global water
use (km 3/year) for industrial purposes was 30 in 1900, 190 in 1950, 630 in 1975, and 1900 in 2000
Availability of water for irrigation is also constrained by the diversion to fossil fuel production
and eutrophication/pollution of water resources. One liter of bioethanol production requires 3500L
of fresh water. Thus, there is a strong and prime need for conserving, recycling, and improving soil-
water resources to meet the food demands of the growing world population.
supply for supplemental irrigation. Global water use for agriculture,.as a percentage of the total water
use,was 81.4% in 1900, 72.3% in 1950, 68.2% in 1975, and 56.7% in 2000. Global water use for urban
purposes (km 3/year) was 20 in 1900, 60 in 1950, 150 in 1975, and 440 in 2000. Similarly, global water
use (km 3/year) for industrial purposes was 30 in 1900, 190 in 1950, 630 in 1975, and 1900 in 2000
Availability of water for irrigation is also constrained by the diversion to fossil fuel production
and eutrophication/pollution of water resources. One liter of bioethanol production requires 3500L
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The West Bank, Palestine suffers from water scarcity due to the high population growth rate, the political situation that dictates the utilization and development of the water resources and the arid and semiarid climate conditions. Reuse of treated wastewater can be a source of water for the
irrigation of agricultural crops and thus this will lessen the stress on the water resources, increase the agricultural productivity and prevent the pollution of
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The West Bank, Palestine suffers from water scarcity due to the high population growth rate, the political situation that dictates the utilization and development of the water resources and the arid and semiarid climate conditions. Reuse of treated wastewater can be a source of water for the
irrigation of agricultural crops and thus this will lessen the stress on the water resources, increase the agricultural productivity and prevent the pollution of
the soil and groundwater. This work investigated the feasibility of reusing treated wastewater for irrigation in the Tubas area. Thereafter, a benefit-cost analysis was carried out to estimate the cost of the reuse of the treated wastewater in Tubas area. The study considered five options for wastewater treatment in Tubas area: construction of a treatment plant for the wastewater originating from the north of Tubas, south of Tubas, north of Tubas and Tayaser village, all of Tubas, and all of Tubas and Tayaser village, respectively. The study analyzed three systems for secondary wastewater treatment: activated sludge (AS), trickling filter (TF) and aerated lagoons (AL).
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supply as rainfall does not match crop water requirements (Stöckle et al., 2011; Snyder, 2017).
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deficit irrigation (DI) is a reasonable strategy to improve water use efficiency. Fereres and
Soriano (2007) highlighted the benefits of regulated DI as a strategy to reduce agricultural
water use. The main purpose of regulated DI is to reduce irrigation at specific developmental
stages of the crop with no or limited effects on yield. The use of DI in different phenological
stages of fruit crops started in the 1980s by Chalmers et al. (1981, 1986).
The Green Side of the Water Cycle: New Advances in the Study of Plant Water Dynamics
Precision irrigation is becoming a crucial management approach for environmentally and
economically sustainable fruit tree production. The vast majority of fruit crops need irrigation
supply as rainfall does not match crop water requirements (Stöckle et al., 2011; Snyder, 2017).
In most cases of fruit crops cultivated in dry areas, rainfed agriculture is not sustainable and
deficit irrigation (DI) is a reasonable strategy to improve water use efficiency. Fereres and
Soriano (2007) highlighted the benefits of regulated DI as a strategy to reduce agricultural
water use. The main purpose of regulated DI is to reduce irrigation at specific developmental
stages of the crop with no or limited effects on yield. The use of DI in different phenological
stages of fruit crops started in the 1980s by Chalmers et al. (1981, 1986).
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Abstract
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Safe Use of Wastewater in Agriculture Good Practice Examples
Abstract
Managed aquifer recharge (MAR) systems such as riverbank iltration and soil-aquifer treatment all involve the use of natural subsurface systems to improve the quality of recharged water (i.e., surface water, storm water, reclaimed water) before reuse (e.g. planned potable reuse). During MAR, water is either iniltrated via basins, subsurface injected or abstracted from wells adjacent to rivers. MAR systems represent an attractive option for augmenting and improving groundwater quality as well as for environmental management purposes. However, reuse systems designed for applications that involve human contact should include redundant barriers for pathogens that cause waterborne diseases. This case covers key aspects of a case study on virus removal at three full-scale MAR systems located in different regions of the United States (Arizona, Colorado, and California). MAR projects may be economically viable for developing countries; however, sustainable management is relevant to successfully maintain the attributes necessary for potable and non-potable water reuse.
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