• Title/Summary/Keyword: Underdrainage water

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IMPROVEMENT OF FRESHENING PROCESS BY MEANS OF UNDERDRAINAGE CONDUIT (저층배수를 이용한 담수호화 촉진에 관한 연구)

  • 서영제;김진규
    • Water for future
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    • v.25 no.1
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    • pp.111-119
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    • 1992
  • This paper is concerned with the actual comparison analysis for the freshening process in the two selected experimental reservoirs. At the deep freshening reservoir, the salinity and depth of the freshwater layer were estimated by simulation technique using the quantitative equation for the two-layered flow structures. First of all, it is shown that the effects of underdrainage conduit in the lower layer were reported more effective for the control of upper layer salinity comparing with the case of no underdrainage conduit. Further the results of computation were later compared with the real observed values and the relating parameters of the salt-balance equation are conformed even though approximately. Finally it was represented that the salinity of upper layer is easily diluted not only by the tidal gate but also by the underdrainge conduit in the lower layer of the freshening reservoir.

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Effect of Perforated PVC Underdrainage Pipe on Desalting of Plastic Film House Soils (시설재배지 유공관 암거배수에 의한 염류집적 경감효과)

  • Kim, Dae-Su;Yang, Jae E.;Ok, Yong-Sik;Yoo, Kyung-Yoal
    • Korean Journal of Soil Science and Fertilizer
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    • v.39 no.2
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    • pp.65-72
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    • 2006
  • Objective of this research was to remove the accumulated salts in the plastic film house soils by installing the perforated PVC (${\phi}10cm$) underdrainage pipes at 50 cm depth of soils with cultivating vegetables. Efficiency of the underdrainage pipes was assessed based on the changes of soil chemical properties such as pH, EC, and cations, and growth and yield parameters of the vegetables between the two treatments; the control and the underdrainage pipe treatments. The EC of the underdrainage pipes installed soils after two growing seasons were in the ranges of $1.42-2.88dS\;m^{-1}$ but those of the control were in the ranges of $3.86-4.53dS\;m^{-1}$, indication the underdrainage pipes effectively removed the accumulated salts in soils. The pHs of the control soils and the underdrainage pipe installed soil were in the ranges of 7.2-7.5 and 6.9-7.3, respectively. There was a significant correlation between pH and cation exchange capacity (CEC) of the soils ($CEC=17.107{\times}pH-106.2$, $r^2=0.759$, P < 0.05). The ECs of the soils at different depths were compared between the two treatments after cultivating vegetables with lettuce-lettuce-garland chrysanthemum rotation systems. The ECs of the control soils at depths of 0-10, 10-20, 20-30, 30-40, and 40-50 cm were 3.45, 3.47, 3.03, 2.03, and $2.28dS\;m^{-1}$, respectively, with decreasing with soil depths. On the other hand, the respective ECs of the underdrainage pipes installed soils were 2.43, 2.52, 2.28, 4.00, and $4.23dS\;m^{-1}$ with increasing with soil depths. This might be derived from the salts moved downward with the draining water into the subsoil. The order of cations moved downward was Mg > Ca > K, based on the ratios of cations at specific depth over those at the surface soil. The survival rates of lettuce after 15 days of transplanting in the underdrainage pipe installed soils were 98.2% as compared to 86.6% of the control. The underdrainage pipe treatment also increased the diameter of the lettuce stalk from 12.9mm of the control to 13.7mm. Overall results demonstrated that the installment of the underdrainage pipes in the subsoils of the salt accumulated plastic film house soil effectively removed the salts by leaching downward,resulting in lowering soil EC and enhancing the growth and yield of vegetables.

A Study on the Underdrainage of Wet Paddy Fields by Using P.V.C. Pipes (PVC관을 이용한 배수연구)

  • 주재홍
    • Magazine of the Korean Society of Agricultural Engineers
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    • v.12 no.2
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    • pp.1960-1964
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    • 1970
  • Underdrainage has been studied by using PVC suction pipes in the low and wet Paddy field: Fist, three test plot and three control plots were set and drainage methods and Soil tempratures in the test plots have been examined. The experiment was conducted making use of the 'NONG-RIM No, 4'(Wheat) 'DOWON' (rice barley), a recommended variety. Test period was from September, to December, 1969. The experimental methodsand results obtained through this experimontation are as follows: 1) Ground water level in the test plot goes down by 34 cm. 2) In sprouting, control plot is earlier than test plot by three days. 3) The rate of sprouting is equal.

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A study on the Use of Low and Wet Land By Underdrainage(1) (암반비수에 의한 저온지이용에 관한 연구(1))

  • 주재홍
    • Magazine of the Korean Society of Agricultural Engineers
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    • v.10 no.2
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    • pp.1454-1459
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    • 1968
  • Althow underdrainage has been studied for long time, it is the first attempt in Korea to execute using PVC(Plastic) suction pipes in the low and wet field. First, an execution plot and a control plot were set, and the drainage method and soil temprature in the excuted plot have been examined. The growth of crops and the yeild, the improvement of soil and water quality of irrigation are to be dealt during the next experimental period. The experimental method and the results obtained through the experimentations are as follows: Method 1) Depth: 1meter. interval: 5meters Trench was performed by labor. 2) PVC(plastic) sucking pipe filters were wound with glass nylon. 3) Two. horizontal looks were set in the 5a. plot. Results 1) The soil temprature in the excuted plot went up by $1.2^{\circ}C$ in average than in the control plot during the two years(1966-67) of irrigation period, and the maximum temprature raised a day was $3^{\circ}C$ 2) The under ground water level in the executed plot went down by 45cm. 3) The yield increases were 64% in potato, 57% in barley, and 21% in rice. The yield, soil, and the quality of irrigated water will be experimented during the next experemental period.

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IMPROVEMENT OF FRESHENING PROCESS BY MEANS OF UNDERDRAINAGE CONDUIT

  • Suh, Young-Jea;Kim, Jin-Kyoo
    • Korean Journal of Hydrosciences
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    • v.4
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    • pp.93-104
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    • 1993
  • This paper is concerned with the actual comparison analysis for the freshening process in the two selected experimental reservoirs. At the deep freshening reservoir, salinity and depth of the freshwater layer were estimated by simulation technique using the quantitative equation for the two layered flow structures. First of all, it is shown that the effects of underdraiange conduit in the lower layer were reported more effective for the control of upper layer salinity comparing with the case of no underdraiange conduit. Further the results of computation were later compared with the real observed values and the relating parameters of the salt balance equation are conformed even though approximately. Finally it was represented that the salinity of upper layer is easily diluted not only by the tidal gate but also by the underdraiange conduit in the lower layer of the freshening reservoir.

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A Study of the Use of Low and Wet Land by Underdrinage (P.V.C 관을 이용한 습답배수 연구)

  • 주재홍
    • Magazine of the Korean Society of Agricultural Engineers
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    • v.13 no.1
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    • pp.2158-2161
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    • 1971
  • Although underdrainage has been studied for a long time, it is the third attempt in korea to execute, using P. V. C.(plastic) suction pipes in the low and wet fields. First, three execution plots and three control plots were set, then the drainage method and volume, soil temperature, growth and yield of crops, and under ground water level in the execution plot have been examined. These experiments have conducted with No-ngnim No 6(rice), and Palgweng (rice) which are the recommended varieties. And the above experiments have been executed for seven months between January and July. 1970. The experimenntal method adopted and the results obtained through the exeperiments are as follows:

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Studies on Wet Paddy Field Underdrainage Improvement in the Gum-Ho Area (I) (금호지구 저습답의 암거배수효과에 관한 연구(I))

  • 김조웅;김시원
    • Magazine of the Korean Society of Agricultural Engineers
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    • v.22 no.4
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    • pp.82-95
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    • 1980
  • This paper complies the results of the studies so far made on the subsoil improvement of subsurface drainage systems for wet paddy fields (those were located in the Gum-Ho area in Kyung Buk province) which had poor permeability and a high water table. In general, a drainage problem is an excess of water on the ground surface which can effect the productivity and bearing capacity of the soil. With drain pipe systems, (According to their depths and spacing) it may be possible to correct that problem. The experimentation consisted of three test plots, two of which included drain pipe systems with varing depths and width spacing of the pipes. The third plot (C) was an ordinary plot being exempt of a drain pipe system. In detail, the depth of plot A was 80 cm, and the width spacings began at 2. Om and increased by 2. Om up to 10. 0m. The depth of plot B was 60cm and the width spacing was the same as plot A. These tests were performed to research specific details; such as crop yeild, bearing capacity of the soil, the amount of underdrainage, surface cracks, root distribution, the water table level, the consumptive water depth and the soil moisture content. The test period lasted three years, from 1977 thru 1979. The results obtained were as follows: 1. During the test period, the weather conditions for the area tested were in accordance with the annual average for that area. Furthermore the precipitation factor during the spring cultivation season, the intermediate drainage period and the harvest drainage period was of optimum conditions for controling surface cracks, because of less precipitation than evaporation. 2. The difference in the level of the ground water table in plots A and B was hardly noticable, but the difference in the test plots and the ord. plot was greatly noticable. The test plots (A, B) were 30 to 40cm lower than the ordinary plot. On the whole, the ground water table of the ord. plot always stayed at a level of 15-20cm beneath the surface of the soil, the ground water table of the test plot A showed The difference in the depth of the pipe lower than the test plot B, while the test plots showed a remarkable descending effect. 3. The soil temperature in plot A was slightly core than in plot B with a difference of 0. 47$^{\circ}$C, but plot A was 1. 6$^{\circ}$C higher than the ord. plot during the flooding period, but after drainage the temperature difference climed to 2. 0$^{\circ}$C. 4. During the 3rd test year, the values of the cracks were recorded with the values of 59cm in plot A, 42cm in plot B and 15cm in the ordinary plot. Plots A and B had increased 2.5 times the value of the first year while the ordinary plot had remained the same. 5. The root weight of the rice was measured at a value of 77.2 gr. for plot A, 73.5 gr. for plot B and 65.3 gr. for the ord. plot. Therefore, the root growths in plots A and B were much more energetic than in the ord. plot. 6. The consumptive water depth measured during the 3rd year resulted in the values of 26. 0mm per day for plot A, and 24.9 mm per day for plot B, respectively. Therefore, both plot A and plot B maintained the optimum consumptive water depths, but the ordinary plot only obtained the value of 12.3 mm per day, which clearly showed less than the optimum consumptive water depth which is 20 to 30 mm/day. 7. The soil moisture content is in direct relationship to the ground water level. During drainage, test plot A decreased in its ground water level much more rapidly than the other two plots. Therefore, plot A had a much less soil moisture content. But this decreased water level could be directly effected by the weather conditions. 8. The relationship between the bearing capacity and the soil moisture content were directly inversely proportional. It can be assumed that the occurence of soil creaks is limited by the soil moisture content. Therefore, the greater the progress of the surface creaks resulted in a greater bearing capacity. So, tast plot A with a greater amount of surface cracks than the other test plots resulted in a greater bearing capacity. But, the bearing capacity at the harvest season could be effected by the drainage during the intermediate drainage period and by the weather conditions. 9. Comparing the production of the test plots to the ord. plot; there was an increased value of 840kg for plot A, 755kg for plot B and 695kg for the ord. plot in the rough rice. Therefore, plot A had an increase of 20% over the ordinary plot. The possibility of producing double crops was investigated. The effects on barley production in the test plots showed a value of 367kg per 10 acres, which substantiated the possibility of double crops because that value showed an increased value over the average yearly yield for those uplands. 10. So as a result, it can be recommended that by including a drain pipe system with the optimum conditions of an (80cm centimeter) depth and a (l0m) spacing will have a definite positive effect on the over all production capacity and quality of wetpaddy fields.

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Concentrations and Natural 15N Abundances of NO3-N in Groundwater and Percolation Water from Intensive Vegetable Cultivation Area in Japan (일본 노지채소 집약 재배지역 토양 침출수 중의 NO3-N 농도와 질소 안정동위원소 자연존재비(δ15N))

  • Park, Kwang-Lai;Choi, Jae-Seong;Baek, Hyung-Jin;Kim, Won-Il;Jung, Goo-Bok;Yun, Sun-Gang;Cho, Jin-Kyu
    • Korean Journal of Soil Science and Fertilizer
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    • v.36 no.3
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    • pp.119-126
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    • 2003
  • Nitrate-N concentrations and the corresponding ${\delta}^{15}N$ values were determined with water samples collected periodically from artesian wells (3 and 6 m deep), underdrainage and gushout waters in a Welsh onion cultivated area in the Kushibiki Fan, Saitama Prefecture, Japan. Average $NO_3-N$ concentrations in waters from 3 and 6 m wells were 25.7 and $2.8mg\;L^{-1}$, whereas ${\delta}^{15}N$ values were 3.6 and 4.7‰, respectively. The $NO_3-N$ concentration and ${\delta}^{15}N$ value of the underdrainge water were $35.5mg\;L^{-1}$ and 6.6‰, reflecting rapid input of chemical fertilizers and farmyard manure. The mean values of $NO_3-N$ concentration and ${\delta}^{15}N$ in the gushout water flown out of the edge of Kushibiki Fan were $19.4mg\;L^{-1}$ and 7.9‰, respectively. As a results the ${\delta}^{15}N$ values of the gushout water were higher than those of the artesian wells and underdrinage water. The ${\delta}^{15}N$ values of total-N and $NO_3-N$ of the soils were 6.1 and 5.10‰, respectively, while those for nitrification-inhibitor containing fertilizer and slow-release fertilizers were -6.1 and -2.2‰, respectively.