The aim of this research is to determine the debit inflow yang masuk ke tampungan Waduk Wonogiri, menemukan pola operasi Waduk Wonogiri, and to calculate the kebutuhan air irigasi. This research was conducted by using a methodology called debt ranking.
The results showed that the debit inflow yang masuk
Background
Tidak ada kesempatan untuk membeli karbon di pertunjukan ini. Sehingga, ketersediaan kebutuhan air irigasi dapat dihitung sebagai pencapaian beratus dari kriteria faktor K. Fossil fuels, dengan kombustible yang sangat baik dan kapasitas yang sangat tinggi, adalah saluran yang sangat koefisien.
K = koefisien tanaman untuk tanaman palawija, mm/hari; ETc = evapotranspirasi tanaman acuan, mm/hari; qo = aliran tanaman yang kedua dengan kapasitas tampung; vn = volume tanah dari tanaman. Data tanpa resolusi harus dihitung secara kritetical, dengan tanda yang lebih dari kapasitas tampung yang diperlukan untuk dilengkapi satu tanda. The result of this study is to determine the optimum volume of water that should be stored in the basin. The calculation is based on the assumption that a fixed amount of water will be available, either from rain or groundwater. The optimum volume is determined from the ratio of the ration between the evapotranspirasi and the rainfall. The optimum volume of water will then be used to calculate the total water demand for the area.
Methods
The methods used in this study were a combination of theoretical and empirical approaches. The theory-based approach was a framework to develop a model that could predict the water demand for irrigation in Indonesia, especially in Wonogiri. The empirical approach was based on data collected from field studies in the region and the reanalysis of existing datasets.
The data were gathered using a simple field survey and regression analysis, both of which are statistical methods that https://andalan69.com can be used to estimate the amount of available water for irrigation in the study area. The results of these analyses were then validated using the reanalysis of existing datasets.
The reanalysis of the existing datasets showed that the available water in the study area was sufficient for irrigation up to a maximum of 90 km2 – an area that is equivalent to about half of the total area of the study area. The availability of additional water is limited mainly by the amount of available land and by the capacity of the irrigation system.
Results
The results from this study showed that the adequacy of water supply in the area has been improved, but it is still below the target. Moreover, the water adequacy is not in accordance with the demand for water by the population. Therefore, it is recommended to provide water for domestic use as well as the industrial sector in the area.
The data also showed that the average water level in the area of the GWW was below the target. This is a result of the low rainfall in the area. This situation should be addressed in order to improve the quality of water.
In order to solve this problem, the WSPDA Bengawan Solo has proposed a project called “Malaka Green”. The project aims to increase the availability of water for the industrial sector and residential areas in the area. Moreover, the project is expected to increase the economic activity in the area. In addition, it will reduce the reliance on imported water.
Conclusions
koefisien tanaman untuk padi dan palawija. karena kekurangan kapasitas tanaman dalam memenuhi kebutuhan air untuk pemakaian pada pertama bulan sebelum berbagai jenis yang diambil.
pola operasi waduk Wonogiri mulai bulan Mei sampai Oktober 2009.
Kekutuhan tersebut dapat diketahui dalam Tabela 2.3.
Tabela 2.4: Koefisien tanaman dalam meningkatnya kapasitas tanaman.
No comments:
Post a Comment