Blue, green, and grey water footprints assessment for paddy irrigation-drainage system

2022 ◽  
Vol 302 ◽  
pp. 114116
Author(s):  
Mengyang Wu ◽  
Yueyao Li ◽  
Jianfeng Xiao ◽  
Xiangping Guo ◽  
Xinchun Cao
1986 ◽  
Vol 13 (4) ◽  
pp. 319-324 ◽  
Author(s):  
Michael A. Karteris ◽  
Myrto Pyrovetsi

Prespa National Park in Greece is an important breeding-area for rare and endangered waterbird species, but people living within the Park and using its resources create serious conservation problems. An environmental management plan which will regulate mainly the human activities within the Park is therefore necessary. Such a plan should be based on a land cover/use analysis of the area, for which much of the necessary information, in the form of a thematic map, has been collected by interpreting blackand-white aerial photographs. The procedure involved the development of a classification system, transferring the interpreted data onto a base-map, field-checking the results, and tabulating the area measurements with the pertinent errors.Of the total Park area (25,690 ha), 66.5% is classified as terrestrial (forestland, rangeland, agricultural land whether irrigated, non-irrigated, or abandoned, wet meadows/marshland, barren and eroded land, and urban areas), and the remainder as aquatic (water, reedbeds). The most extensive category in the Park is forestland, much of which is seriously degraded. Rangeland provides forage for sheep and goats, being also degraded owing to uncontrolled grazing. Wet meadows/marshland are invaluable as waterbird breeding and feeding habitats, but the present use of this category as grazing fields, and its proximity to agricultural land and to the existing irrigation/drainage system, have all had negative impacts on the resource. Irrigated land is almost half of the cultivated area.The abandoned agricultural land is interspersed within the forestland and is a result of the human population decline in the area, while barren and eroded land has resulted from prolonged land misuse. Twelve old villages are distributed over the Park, being visually unobtrusive. Lake Mikri Prespa is the main water-body and covers almost the entire nucleus of the Park. Extensive reedbeds are found along the lakeshores, which are the main breeding habitats of certain waterbirds. As land cover/use analysis of the Park has shown much serious environmental degradation, conservation measures should be undertaken urgently.


Urology ◽  
1973 ◽  
Vol 1 (2) ◽  
pp. 127-129 ◽  
Author(s):  
Roger Villalba ◽  
Samuel S. Clark

Author(s):  
Carlos Vionnet ◽  
Leticia Rodriguez ◽  
Patricia Rossi ◽  
Pablo Cello

2020 ◽  
Vol 5 (02) ◽  
pp. 181-193
Author(s):  
Attia El Gayar

One critical problem confronting mankind today is how to manage the intensifying competition for water among expanding urban centres, traditional agricultural activities and in-stream water uses dictated by environmental concerns based solely on the soil water balance. In the agricultural sector, the prospects of increasing the gross cultivated area are limited by the dwindling number of economically attractive sites for large-scale irrigation and drainage systems whose correct evaluation depends on the understanding of groundwater movement in three dimensions. The failure of present systems, and inability of sustainable extraction from surface and groundwater sources may be attributed, essentially, to poor planning, design, management and development, as not much is known about groundwater flow systems. Each flow system has different chemical quality, path of travel, recharge area, as well as water age. To take full advantage of investment in agriculture, a major effort is required to modernize irrigation and drainage systems and to further develop appropriate management strategies compatible with financial and socio-economic trends, considering the functioning of groundwater components in the environment. This calls for a holistic approach to irrigation, drainage management, and monitoring if the aim is to increase food production, conserve water, prevent soil salinization and water logging, and to protect the environment. Sustainable development should be based on a full understanding of the relationship between the used water source and the environment. To tackle this challenge, there is a need to focus on the following issues: affordability with respect to the application of new technologies; procedures for integrated planning and management of irrigation and drainage systems; analysis to identify causes and effects constraining irrigation and drainage system performance; evapotranspiration and related calculation methods; estimation of crop water requirements; technologies for the design, construction, and modernization of irrigation and drainage systems; strategies to improve irrigation and drainage system efficiency; environmental impacts of irrigation and drainage systems and suitable measures for creating and maintaining sustainability. Institutional strengthening, proper financial assessment, capacity building, training and education actions are also required to achieve a successful on the soil water balance.


Author(s):  
Dody Setiawan ◽  
I G B Sila Dharma ◽  
I Wayan Budiarsa Suyasa

Badung River is flow through two regencies of Badung and Denpasar that has 25.17 km length. People actually use Badung River for tourism, irrigation, drainage system and as the exile of wastewater from all activities along the river. The water quality of Badung River has exceeded the threshold limits.Therefore, It is needed to determinate the carrying capacity of Badung river. Because of the pollution, the water quality has degraded. The objective of this research is knowing the sources of pollution and load capacity of Badung river at Dauh Puri village using Qual2kw model, to define that amount of pollutant that are allowed to exile in Badung River. The water quality parameter that analyzed is BOD, COD, and TSS. This research divided into three segments, and four scenarios of simulations to know allowed loading rate of pollutant along the river. The callculates and allocate pollutant reduction levels necessary to meet approved water quality standards. The result of simulation using Qual2kw showing that BOD has over its limit, meanwhile for COD parameter, the loading rate is between 536,21 to 1360,32 kg/day and TSS loading rate between 2235,92 to 4252,90 kg/day. Keywords: Badung River, Qual2KW 5.1, Loads Capacity, Water Quality


2006 ◽  
Vol 53 (2) ◽  
pp. 101-109 ◽  
Author(s):  
T. Hitomi ◽  
I. Yoshinaga ◽  
Y.W. Feng ◽  
E. Shiratani

The purpose of this study was to clarify the nitrogen (N) purification capacity of a paddy field in a recycling irrigation system. Irrigation water was sampled at 12-h intervals during the irrigation period from April to September 2003. In addition, ponded water in a paddy field was collected at three points (inlet, centre and outlet). Total amounts of N were 30.7 kg ha−1 in inflow and 27.8 kg ha−1 in outflow. Thus, the net outflow load was −2.9 kg ha−1. The N removal rate constant when N removal is expressed as a 1st-order kinetic was 0.017–0.024 m d−1. This value is close to values of wetlands and paddy fields in the literature. We found a good correlation between recycling ratio and N removal effect. These results indicate that the recycling irrigation system accumulates N in the irrigation/drainage system, and thus the paddy field does a good job of water purification by removing N.


1996 ◽  
Vol 33 (4-5) ◽  
pp. 333-339
Author(s):  
Maija Paasonen-Kivekäs ◽  
Tuomo Karvonen ◽  
Pertti Vakkilainen ◽  
Noor Sepahi ◽  
Jouko Kleemola ◽  
...  

Three on-farm trials were established to evaluate the suitability of water table management for Finnish growing conditions. The sites differed in soil texture, topography and cultivation. Drainage control was managed through specific wells in collector pipes. In recycling, a reservoir stored drainage water discharging from the fields. This water was used for subirrigation through conventional drainage or a dual level irrigation-drainage system. Hydro-meteorological variables were monitored continuously and real time transfer of the data was carried out via radiolink and microcomputers. Quality of surface and subsurface waters was surveyed by manual sampling from the weirs, piezometers and reservoirs. Physical soil properties and mineral nitrogen (N) from several soil profiles were determined. Furthermore, above ground biomass, and N content and yield of crop were observed. In fine sand/loamy sand, subirrigation and controlled drainage raised groundwater table on average 80 cm compared to the reference areas. N concentration in the reservoirs declined significantly during May-August. Nitrogen in the piezometers and soil showed considerable spatial and temporal variation within a single field. Evidence of the relationship between groundwater level and N concentration was observed. However, no unique correlation from the existing data could be detected. N yield of cereals was 10–50% higher in the controlled drainage and subirrigation areas compared to the reference areas. Most of this extra N was allocated to grains and removed from the fields reducing N load into the environment.


Author(s):  
I kadek Ardi Putra ◽  
I Wayan Budiarsa Suyasa ◽  
I G B Sila Dharma

  ABSTRAK Tukad Mati is one of watershed that is flow through two regencies of Badung and Denpasar that has 12 km length. Tukad Mati functioned as irrigation, drainage system and as the exile of wastewater from all activities along the river. Because of the pollution, the water quality has degraded. The source of pollution is organic matter pollutant, agricultural pollutant such as pesticide and hazardous waste. The aim of this research is knowing the pollutant loading rate from point source and non point source using Qual2kw model, to define that amount of pollutant that are allowed to exile in Tukad Mati river. The water quality parameter that analyzed is DO, COD, BOD and Phosphate. This research divided into three sections, and 4 scenario of simulation to know allowed loading rate of pollutant along the river. The result of simulation using Qual2kw for BOD that is the minimum DO loading rate was 1,15 kg/day for section 1 then maximum loading rate is 64,88 kg/day on section 3. Meanwhile for COD parameter, the minimum loading rate is 1446,61 kg/day and in the upstream the  minimum COD loading rate 1375,06 kg/day. For phosphate parameter the loading rate that allowed is 0,79 kg/day, while in the upstream maximum 12,57 kg/day on segment 3.   Keywrods : Tukad Mati, Qual2KW 5.1, Loading Rate, water quality


Sign in / Sign up

Export Citation Format

Share Document