{"id":732,"date":"2024-06-13T05:31:03","date_gmt":"2024-06-12T22:31:03","guid":{"rendered":"http:\/\/www.tneutron.net\/sipil\/?p=732"},"modified":"2024-06-12T21:00:02","modified_gmt":"2024-06-12T14:00:02","slug":"parameter-analysis-hydrology-irrigation-system","status":"publish","type":"post","link":"https:\/\/www.tneutron.net\/sipil\/parameter-analysis-hydrology-irrigation-system\/","title":{"rendered":"Parameter Analysis Hydrology Irrigation System"},"content":{"rendered":"<p><span class=\"notranslate\">Before a network of surface irrigation system is designed, the parameters taken into consideration in designing the irrigation system of the surface is determined.<\/span> <span class=\"notranslate\"> The parameters are the data about the condition of the area to be built irrigation system and the surrounding environment.<\/span> <span class=\"notranslate\"> These data should be investigated accurately in accordance with the conditions of the field.<\/span> <span class=\"notranslate\"> The data required in planning irgasi system is as follows, namely the data (1) hydrology, (2) topography and (3) geological engineering.<\/span><\/p>\n<p><span class=\"notranslate\"> The parameters of hydrological data which is essential for planning irrigation networks are rainfall, evapotranspiration rate, the peak discharge and daily discharge, sediment transport.<\/span><br \/>\n<span class=\"notranslate\"> <strong>a.<\/strong><\/span> <span class=\"notranslate\"> <strong>Rainfall<\/strong><\/span><br \/>\n<span class=\"notranslate\"> Analysis of precipitation is done with a view to determining:<\/span><br \/>\n<span class=\"notranslate\"> \uf0b7 Effective precipitation to calculate irrigation needs.<\/span> <span class=\"notranslate\"> Effective rainfall or mainstay is part of the overall rainfall is effectively available for crop water requirement.<\/span><br \/>\n<span class=\"notranslate\"> \uf0b7 The rainfall excess (excess rainfall) is used to calculate the need for the disposal or drainage and discharge (flood).<\/span><\/p>\n<p><span class=\"notranslate\"> For the analysis of effective rainfall, rainfall in the dry and rainy season will be very important.<\/span> <span class=\"notranslate\"> For more precipitation, rainfall in the rainy season is the months of rain.<\/span> <span class=\"notranslate\"> For both these goals daily rainfall data will be analyzed to obtain an acceptable level of accuracy.<\/span> <span class=\"notranslate\"> Daily rainfall data covering a period of at least 10 years will be required.<\/span><\/p>\n<p><span class=\"notranslate\"> <strong>b.<\/strong><\/span> <span class=\"notranslate\"> <strong>Evaportanspirasi<\/strong><\/span><br \/>\n<span class=\"notranslate\"> Analysis of the evapotraspirasi needed to determine the magnitude of the rate of evapotranspiration of plants that will be used to calculate irrigation needs, and if it is necessary to study the water balance in the watershed.<\/span> <span class=\"notranslate\"> These studies may be done when the data stream is not available in sufficient quantities.<\/span><br \/>\n<span class=\"notranslate\"> Climatic data required for this calculation is that relating to:<\/span><br \/>\n<span class=\"notranslate\"> \uf0b7 The temperature, which is the maximum daily temperature, minimum and average.<\/span><br \/>\n<span class=\"notranslate\"> \uf0b7 relative humidity.<\/span><br \/>\n<span class=\"notranslate\"> \uf0b7 The sun is ever the sun shines during the day.<\/span><br \/>\n<span class=\"notranslate\"> \uf0b7 wind conditions, including wind speed and direction.<\/span><br \/>\n<span class=\"notranslate\"> \uf0b7 daily rate of evaporation is evaporation.<\/span><br \/>\n<span class=\"notranslate\"> The data mentioned above is the standard for stations agrometerologi.<\/span> <span class=\"notranslate\"> Recording time period for analysis sufficiently precise and reliable is about ten years.<\/span><\/p>\n<p><span class=\"notranslate\"> <strong>c.<\/strong><\/span> <span class=\"notranslate\"> <strong>Flood Plans<\/strong><\/span><br \/>\n<span class=\"notranslate\"> The maximum flood discharge plan is in the creek or natural channel with an average return period predetermined that can be streamed without endangering the stability of irrigation networks and buildings.<\/span> <span class=\"notranslate\"> Flood discharge determined by analyzing the peak discharge, and is usually calculated based on the daily observation of the water level.<\/span> <span class=\"notranslate\"> For the purposes of analysis sufficiently precise and reliable, the data records used must cover at least 20 years.<\/span><\/p>\n<p><span class=\"notranslate\"> Another factor that is more difficult is the absence of observations of water level or the peak discharge of the record available.<\/span> <span class=\"notranslate\"> Peak discharge data that only covers a short period would make it difficult and even dangerous for the observer.<\/span> <span class=\"notranslate\"> The prices of the discharge plan is often determined using empirical hydrological methods, or analysis by linking prices to the price of rainfall flooding.<\/span><\/p>\n<p><span class=\"notranslate\"> <strong>d.<\/strong><\/span> <span class=\"notranslate\"> <strong>Debit Mainstay<\/strong><\/span><br \/>\n<span class=\"notranslate\"> Debit mainstay (dependable flow) is the minimum flow for the river could have taken fulfilled predetermined that could be used for irrigation.<\/span> <span class=\"notranslate\"> The possibility of unmet set to 80% (likelihood that the river flow is lower than the discharge mainstay is 20%).<\/span> <span class=\"notranslate\"> Debit mainstay determined for the middle period &#8211; monthly.<\/span> <span class=\"notranslate\"> A minimum flow of the river is analyzed on the basis of the daily discharge data stream.<\/span> <span class=\"notranslate\"> In order to sufficiently precise and reliable analysis, record the necessary data must cover a period of at least 20 years.<\/span><\/p>\n<p><span class=\"notranslate\"> If these requirements can not be met, the analytical and empirical hydrological methods can be used.<\/span> <span class=\"notranslate\"> In calculating discharge mainstay, should be considered the necessary water from the river downstream retrieval.<\/span> <span class=\"notranslate\"> In practice it turns out debit mainstay from time to time decrease with decreased function of the catchment area.<\/span> <span class=\"notranslate\"> Decrease mainstay discharge can cause the performance of irrigation is reduced resulting in a reduction in paddy fields.<\/span> <span class=\"notranslate\"> Anticipation of this situation needs to be done by entering a correction factor the amount of 80% &#8211; 90% for debit mainstay.<\/span> <span class=\"notranslate\"> The correction factor depends on the condition of the watershed changes.<\/span><\/p>\n","protected":false},"excerpt":{"rendered":"<p>Before a network of surface irrigation system is designed, the parameters taken into consideration in designing the irrigation system 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