• 제목/요약/키워드: water depths

검색결과 707건 처리시간 0.022초

전전환답 포장에서의 지하수위 및 토양수분 변화 특성 (Variational Characteristics of Water-Table and Soil Moisture in Paddy-Upland Rotational Fields)

  • 권순국;윤경섭
    • 한국농공학회지
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    • 제36권2호
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    • pp.123-131
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    • 1994
  • Experimental studies were conducted to make clear the soil moisture environment under the condition of paddy-upland rotational fields by investigating water-table depths and soil moisture contents during growing season of crops in two kinds of soil. The following results were obtained. 1.Although water-table depths fluctuated with the amount of rainfall in the experimental field, it seemed that the variation of vater4able depths in the paddy-upland rotational, field was strongly affected by the condition of locations on paddy fields. 2.It is recognized that the concept of sum of excess water depth(SEWxx) and sum of excess water day(SEDxx) can be used to represent the soil moisture stress index due to the fluctuation of water-table depths. 3.The results of this study clearly indicate that drainage in paddy-upland rotational field to maintain an optimum soil moisture content must be made by introducing the concept of block drainage which needs both subsurface drainage and intercept drainage around a field. 4.Soil moisture contents were affected by both the amount of rainfall and water-table depths, however, the moisture content for top soil showed higher correlation with the amount of rainfall while that for subsoil with water-table depths.

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급사면에 형성된 일시적 포화대의 지하수면깊이에 대한 TOPMODEL의 예측능력 검증 (Test for the TOPMODEL′s Ability to Predict Water Table Depths of the Transient Saturation Zones which Are Formed on the Steep Hillslope)

  • 안중기
    • 한국수자원학회논문집
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    • 제36권6호
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    • pp.1035-1046
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    • 2003
  • TOPMODEL의 지하수면길이 분포에 대한 예측능력을 평가하기 위해 2개 기본가정과 지하수면깊이에 대한 지배방정식을 검증하였다. 검증에는 토양두께가 얇은 급경사 사면의 수문관측과 토양조사 자료를 이용하였다. 조사사면에서 지하수면반응과 토양의 수리적 특성은 지형경사와 평행하는 수리경사, 지하수면깊이에 지수함수적으로 감소하는 투수량계수 등과 같은 TOPMODEL의 기본가정과 일치하였다 토양의 투수량계수감소율(f)과 토성은 지표부터 깊이 0.3m까지 사면전체에서 공간적으로 균질하지만, 토성과 f의 수직적인 변화로 깊이 0.3m 아래부터 공간적으로 불균질한 특성을 보인다. 조사사면에서 TOPMODEL의 지배방정식은 f값이 공간적로 균질한 깊이의 지하수면깊이 분포를 예측하는데 적용할 수 있는 것으로 나타났다.

一定幅 急傾斜 開水路上을 流動하는 물의 깊이 變化에 관한 實驗的 硏究 (An Experimental Study on the Depth Variation of Water Flow on Steep Open Channel with Constant Width)

  • 박이동
    • 대한기계학회논문집
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    • 제10권1호
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    • pp.86-95
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    • 1986
  • 본 연구에서는 폭이 일정한 급경사 개수노상(0.15mW*1.6mL)을 상온의 물이 유동할 때 유동율과 수로 급경사에 따른 명입치에서의 유동깊이 변화를 실측을 통하여 밝히고 이념치와 비교하였다.

Modified Scheme for Tsunami Propagation with Variable Water Depths

  • Ha, Tae-Min;Seo, Kyu-Hak;Kim, Ji-Hun;Cho, Yong-Sik
    • 한국수자원학회논문집
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    • 제44권6호
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    • pp.471-476
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    • 2011
  • In this study, a modified dispersion-correction scheme describing tsunami propagation on variable water depths is proposed by introducing additional terms to the previous numerical scheme. The governing equations used in previous tsunami propagation models are slightly modified to consider the effects of a bottom slope. The numerical dispersion of the proposed model replaces the physical dispersion of the governing equations. Then, the modified scheme is employed to simulate tsunami propagation on variable water depths and numerical results are compared with those of the previous tsunami propagation model.

관개용 관정의 가채빙량 추정에 관한 연구 (A Study on the Determination Method of Pumpin Rates in Tube Wells for Irrigation)

  • 구자웅;류한열
    • 한국농공학회지
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    • 제18권4호
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    • pp.4209-4217
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    • 1976
  • The purpose of this thesis is to search for the determination method of pumping rates in the existing tube wells for irrigation. Pumping tests were carried out for the twelve test tube wells which were selected in the provinces of Kyounggi, Kangwon, Chungbuk and Chungnam. The depths, static water levels, pumping levels, drawdowns and yields of tube wells were measured in the pumping tests, and a centrifugal pump with 3 inches diameter, a 5 HP motor and a 90$^{\circ}$ V-notch were used in the pumping tests. The average coefficient of transmissibility calculated by Chow's and Jacob's methods is 0.0336 square meter per second, and the average pumping rate calculated by Thiem's, Smreker's, Brinkhaus' and Theis' formulae, is 919 cubic meter per day, Therefore, the ground water storage in the test areas is comparatively abundant. Correlation between pumping rates and depths of tube wells is not in existence. Also, correlation between pumping rates and the thickness of aquifer is not found in this experiment. This shows that the depths of some tube wells are deep and their thicknesses of aquifer are thick, but their ground water storages are poor, and that the depths of some tube wells are shallow and their thicknesses of aquifer are thin, but their ground water storages are abundant. It seems that the test tube wells are influenced by the peculiar characteristics that the ground water in the test areas is free ground water in alluvium layer closely related with surface water. As drawdown increases, pumping rate decreases, and as the coefficient of transmissibility increases, pumping rate also increases. Namely, there are negative correlation between pumping rate and drawdown, and positive correlation between pumping rate and the coefficient of transmissibility. Judging from the results of the pumping tests in these tests areas, the pumping rate calculated by the formula, {{{{ { Q}_{m } =Q { ( { { S}_{ m} } over { TRIANGLE S } )}^{ { 2} over {3 } } }}}} used traditionally, is likely to be higher than real pumping rates. The formula, {{{{ { Q}_{m } =Q { { H}^{ 2} } over { (2H- TRIANGLE S) TRIANGLE S} }}}} derived from Thiem's theory, is looked upon as the reasonable one to detemine pumping rates in the existing tube wells for irrigation.

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물수지 모형을 이용한 절수관개기법 개발 (Development of Water Saving Irrigation Method Using Water Balance Model)

  • 손성호;정상옥
    • 한국농공학회논문집
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    • 제46권5호
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    • pp.3-11
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    • 2004
  • The objective of this study is to develop water saving irrigation method using water balance model in order to save rural water. Daily water balance components such as irrigation water, drainage water, effective rainfall, ET, and infiltration were measured in paddy fields. Model simulations were performed for different outlet heights and ponding depths. The outlet heights and the ponding depths are 2 cm, 4 cm, 6 cm, 8 cm, and 10 cm, respectively. Based on the simulation very shallow ponding depth of 2 cm with 10 cm outlet height showed the largest effective rainfall ratio and the smallest irrigation amount. Until the introduction of laser leveling dozer and automatic inlet control devices, it would be desirable to adopt 4cm ponding depth because of difficulty of land leveling and frequency of farmer's field visit. The results of this study will be applied in the paddy farming and can improve water use efficiency.

용수절약형 논관개 기법(관개배수 \circled1) (Water saving irrigation method in paddy fields)

  • 정상옥;안태홍
    • 한국농공학회:학술대회논문집
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    • 한국농공학회 2000년도 학술발표회 발표논문집
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    • pp.108-113
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    • 2000
  • A field study was performed to investigate the effect of water saving irrigation method on water use efficiency and rice yield. The field plot was 40a (40 ${\times}$ 100m) in size and located at Buryangmyun, Kimjae city, Chonbuk province. Field measurements were made during the growing seasons, May to September of the year 1998 and 1990. Irrigation water volume, drainage water volume, rainfall and ponding depth were measured. Irrigation water management practice employed was such that to keep the ponding depth about 3 to 4cm by intermittent irrigation with drying the soil surface until hair cracks emerge before the next irrigation. The amounts of water volume irrigated and drained were measured by pipe flow meter and ponding depth was observed by using a partly buried 120mm diameter PVC pipe. The results showed that the irrigation water depths, the rainfalls, and the drainage depths were 379mm, 458mm, and 448mm in 1988, and 274mm, 819mm, and 736mm in 1990, respectively. The average yield was 590kg per 10a. The water saving irrigation method saved irrigation water by about 20% with higher yield compared with the traditional method.

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Water Mass Formation Variability in the Intermediate Layer of the East Sea

  • Min, Hong-Sik;Kim, Cheol-Ho
    • Ocean Science Journal
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    • 제41권4호
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    • pp.255-260
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    • 2006
  • Long-term variability in the intermediate layer of the eastern Japan Basin has been investigated to understand the variability of water mass formation in the East Sea. The simultaneous decrease of temperature at shallower depths and oxygen increasing at deeper depths in the intermediate layer took place in the late 1960's sand the mid-1980's. Records of winter sea surface temperatures and air temperatures showed that there were cold winters that persisted for several years during those periods. Therefore, it was assumed that a large amount of newly-formed water was supplied to the intermediate layer during those cold winters. Close analysis suggests that the formation of the Upper Portion of Proper Water occurred in the late 1960's and the Central Water in the mid-1980's.

수종(數種)의 결합제형(結合劑型)으로부터 Oxyfluorfen의 방출억제연구(放出抑制硏究) IV. 관개심(灌漑甚)에 따른 선발제형(選拔劑型) Oxyfluorfen의 약해(藥害).약효평가(藥效評價) (Controlled Release of Oxyfluorfen from the Variously Complexed Formulations IV. Effect of Water Level Depths on the Activity of Selected Formulations)

  • 구자옥;천상욱;국용인;권오도
    • 한국잡초학회지
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    • 제11권3호
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    • pp.159-166
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    • 1991
  • 필자(筆者)들의 전보(前報)에서와 동일(同一)한 Oxyfluorfen 6제형(劑型)을 동일(同一)한 초자실(硝子室)에서 4수준의 관개수심 조건을 부여하여 서로 다른 묘령의 벼와 8종의 주요 논잡초종에 대한 약해 반응 및 약효 차이를 비교 검토하였다. 공시 제형 가운데 Elvan. Coal slag, Chitosan 및 Bentonite B 제형은 비담수 및 천수조건에서, 그리고 Elvan, Coal slag는 심수조건에서 약해가 경미하였고, 제초효과는 Bentonite A 및 B. Chitosan이 전반적으로 높았고, Elvan, Coal slag는 Sand coating과 함께 낮은 경향이었다. 그러나, Oxyfluorfen의 제초대상을 일년생으로 제한하여 판단할 경우에는 제초 효과면에서 제형간 차이가 크지 않았으므로 상대적으로 약해가 경미하였던 Elvan, Coal slag, Chitosan 및 Bentonite B제형을 보완 개발하거나 약해 약효간의 유사관계가 분명하였던 Elvan 및 Bentonite A형의 최초 방출 속도를 보완개발 함이 기대된다.

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Monitoring bridge scour using dissolved oxygen probes

  • Azhari, Faezeh;Scheel, Peter J.;Loh, Kenneth J.
    • Structural Monitoring and Maintenance
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    • 제2권2호
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    • pp.145-164
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    • 2015
  • Bridge scour is the predominant cause of overwater bridge failures in North America and around the world. Several sensing systems have been developed over the years to detect the extent of scour so that preventative actions can be performed in a timely manner. These sensing systems have drawbacks, such as signal inaccuracy and discontinuity, installation difficulty, and high cost. Therefore, attempts to develop more efficient monitoring schemes continue. In this study, the viability of using optical dissolved oxygen (DO) probes for monitoring scour depths was explored. DO levels are very low in streambed sediments, as compared to the standard level of oxygen in flowing water. Therefore, scour depths can be determined by installing sensors to monitor DO levels at various depths along the buried length of a bridge pier or abutment. The measured DO is negligible when a sensor is buried but would increase significantly once scour occurs and exposes the sensor to flowing water. A set of experiments was conducted in which four dissolved oxygen probes were embedded at different soil depths in the vicinity of a mock bridge pier inside a laboratory flume simulating scour conditions. The results confirmed that DO levels jumped drastically when sensors became exposed during scour hole evolution, thereby providing discrete measurements of the maximum scour depth. Moreover, the DO probes could detect any subsequent refilling of the scour hole through the deposition of sediments. The effect of soil permeability on the sensing response time was also investigated.