• Title/Summary/Keyword: 수분포화량

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Development of soil moisture satellite and ground observation data synchronization techniques (중권역 단위 토양수분 위성 및 지상 관측자료 동기화 기법 개발)

  • Jae Beom Lee;Jeong-Seok Yang;Yeon Kyeong Han;Shin Young Joo;Ui Geon Jeong
    • Proceedings of the Korea Water Resources Association Conference
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    • 2023.05a
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    • pp.372-372
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    • 2023
  • 강우 유출 시 지표면 토양수분포화도는 직접유출량 및 지하수 저류에 영향을 미칠 수 있기 때문에 강우에 의한 유역 유출량 산정에서 토양수분포화도는 보다 실제와 유사한 모의 결과를 도출하는데 중요한 인자가 될 수 있다. 기존의 모형 기반의 유출량 산정 연구에서 토양수분포화도의경우 강수량, 하천수위, 유량, 지하수위 등 타 수문순환 요소에 비하여 관측 지점 및 관측 자료가 부족하기 때문에 유역 내 수문환경 특성에 따라 가정 된 값을 입력하여 유출량을 산정하였다. 최근 IoT, 5G 통신 등 정보 기술의 혁신과 이상 홍수에 의한 피해 저감을 위한 실시간 유출량 해석 모형 개발 등에 적용할 경우 모의 결과가 실제와 매우 다르게 나타나는 경우가 발생할 수 있다. 본 연구에서는 토양수분포화도의 지상 관측 자료와 위성 관측 자료를 동기화 하는 기법을 개발함으로써 중권역 단위의 유출량 산정 정확도를 향상시키고자 하였다. 기존의 지상 관측 자료는 토양수분포화도의 비교적 정확한 데이터를 제공하나 관측 자료를 유역의 대푯값으로 적용할 수 있는 지에 대한 추가 검증이 필요하다. 위성 관측자료는 유역 전반의 토양수분포화도 정보를 관측할 수 있으나 고해상도의 자료를 제공하지 못하기 때문에 유역 전체에 일관된 데이터를 적용할 수밖에 없는 한계가 발생한다. 지상 관측자료와 위성관측자료의 동기화 기법을 개발함으로써 본 연구진은 중권역 단위의 유역 내 비교적 정확한 토양수분포화도 데이터를 적용할 수 있도록 하였다. 본 연구의 결과물은 유출량 해석 결과의 정확도를 높임으로써 급격한 호우 사상 발생에 따른 이상홍수에 대응할 수 있는 유역 물 관리 대책의 기초 자료로 활용 할 수 있을 것으로 기대된다.

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Surface Saturation Area-Subsurface Outflow-Soil Moisture Storage Relationships: I. Steady-State Analysis (지표포화지역-중간류유출-흙수분저류량 관계: I. 정상류 분석)

  • 이도훈;이은태
    • Water for future
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    • v.28 no.5
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    • pp.129-140
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    • 1995
  • In this study we derived steady-state relationships between surface saturation area and subsurface outflow, and between surface saturation area and soil moisture storage through numerical experiments with Richards equation on a hillslope. Numerical experiments analyzed the sensitivity of topographic and soil hydraulic properties on steady-state relationships between surface saturation area and subsurface outflow. And the power law for the extent of surface saturation area was determined as a function of subsurface outflow or soil moisture storage.

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Surface Saturation Area-Subsurface Outflow-Soil Moisture Storage Relationships: II. Dynamic Analysis (지표포화지역-중간류유출-흙수분저류량 관계: II. 동적 분석)

  • 이도훈;이은태
    • Water for future
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    • v.29 no.2
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    • pp.143-151
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    • 1996
  • The dynamic responses in the subsurface outflow, surface saturation area, soil moisture storage are established by numerical experiments with Richards equation. In addition to this, the dynamical relationship between surface saturation area and subsurface outflow, and between surface saturation area and soil moisture storage are also determined by varying the hillslope shape, soil type, and boundary condition. The simulation results indicate that the dynamical relationships between surface saturation area and subsurface outflow, and between surface saturation area and soil moisture storage are approximated by the steadystate relationships. And the dynamic responses of subsurface outflow and surface saturation area are characterized by the double peaks although the rainfall pattern is asimple pulse input. As a result of numerical simulation, the physical mechanism for the occurrence of the double peaks is explained using the concept of variable source area.

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Effects of Moisture Content in Concrete on Diffuse Ultrasound (확산초음파의 콘크리트 함수율에 대한 의존성)

  • Ahn, Eunjong;Shin, Myoungsu
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.24 no.1
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    • pp.142-147
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    • 2020
  • This study investigates the effects of moisture content on diffuse ultrasound to be applied for the evaluation of micro-structural damage in concrete subjected to various environmental conditions. We monitored diffuse wave parameters for concrete samples in process of water saturation for 5 days. Dried samples were immersed in a water bath, and the change of moisture content in concrete were estimated by measuring the change of mass. For the diffuse wave analysis, a frequency range of 500 kHz, which represents a scattering regime of ultrasound in concrete, was selected. The test results reveal that the ultrasonic diffusivity slightly changed, and the ultrasonic dissipation significantly increased by approximately 120% in the process of water saturation. Therefore, the moisture content in concrete should be considered for the evaluation of micro-structural damage using diffuse wave techniques.

The Comparison of Electrical Conductivity for Soil Solutions Extracted in Field Capacity and Saturation-Paste (포장용수량과 포화 반죽 토양용액의 전기전도도 비교)

  • Lee, Ye-Jin;Lee, Jong-Sik;Yang, Jae-E.
    • Korean Journal of Soil Science and Fertilizer
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    • v.43 no.6
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    • pp.776-781
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    • 2010
  • Estimating the electrical conductivity of the saturation-paste (SP) is a common method to assess soil salinity. To assess soil salinity realistically, it is important to extract soil solution under field capacity. However, few studies on salinity assessment have been conducted for soil solution extracted under field capacity (-33 kPa; FC) moisture condition due to difficulty in soil solution extraction. This study was conducted to evaluate whether saturation-paste can represent field condition. Soil solutions were extracted from 22 soils in the plastic film house (PFH) and 18 soils in the reclaimed land (RL) at saturation and field capacity moisture conditions. Those were analyzed for pH, EC, cations ($K^+$, $Ca^{2+}$, $Mg^{2+}$, $Na^+$) and anions ($Cl^-$, ${NO_3}^-$, ${PO_4}^{3-}$, ${SO_4}^{2-}$). Both cations and anions of soil solution extracted from FC showed high correlations with ions extracted from SP in the PFH and the RL, except for ${NO_3}^-$, ${PO_4}^{3-}$ in the RL. Results of the t-test, the ECe and $EC_{FC}$ were not significant at significance level 0.05. The slopes of the equations between $EC_{FC}$ and ECe at more than sand 50% soils were higher than less than sand 50% soils, and differences of saturation percentage between SP and FC showed larger as increasing sand percentage. EC was related to soil water retention by soil texture. To determine the EC, soil texture and other soil properties which effect the soil moisture should be considered.

The Yield and Growth Responses of Cowpea Sprouts According to the Treatment Conditions of Raw Seeds (원료곡 처리조건에 따른 동부나물 생산량과 생장반응)

  • Kim, Dong-Kwan;Kim, Yong-Soon;Park, Heung-Gyu;Shin, Hae-Ryong;Choi, Kyeong-Ju;Kim, Young-Min;Chon, Sang-Uk
    • Korean Journal of Plant Resources
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    • v.26 no.5
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    • pp.636-644
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    • 2013
  • We examined the effects of soaking, saturation, and aging conditions of raw cowpea seeds, on the yield and growth responses of cowpea sprouts. The absorption caused rapid growth for the first two hours of soaking, then the growth slowed. The longer the soaking period (varied from 1 to 6 hours), the lower the germinability, yield ratio, and lateral root output became. A five-day saturation (moist $96{\pm}1%$, $20^{\circ}C$) treatment led to higher germinability, yield ratio, and lateral root output than no treatment and one- or three-day saturation treatment. High-temperature aging treatment led to lower germinability and yield ratio compared to no such treatment. Taking these findings into account, the optimal treatment conditions of raw cowpea seeds are a five-day saturation (moist $96{\pm}1%$, $20^{\circ}C$) treatment followed by cleaning and growing.

Unfrozen Water Content and Unconfined Compressive Strength of Frozen Soils according to Degree of Saturations and Silt Fractions (포화도와 실트 함량에 따른 동결토의 부동 수분량 및 일축압축강도 특성)

  • Kim, Sang Yeob;Hong, Won-Taek;Hong, Seung Seo;Baek, Yong;Lee, Jong-Sub
    • Journal of the Korean Geotechnical Society
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    • v.32 no.12
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    • pp.59-67
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    • 2016
  • The strength of frozen soils is affected by size and shape of particles, and the amount of ice and unfrozen water. The objective of this study is to characterize the unfrozen water content and the unconfined compressive strength of the frozen soils according to the degree of saturations and silt fractions. The specimens are mixtures of sand, silt, and water. The silt fractions (SF), which are the ratio of the silt weight ($W_{silt}$) to the sand weight ($W_{sand}$), are 10% and 30%. In addition, the degrees of the saturation are 5%, 10%, 15%, and 20%. The specimens are frozen under the temperature of $-10^{\circ}C$ conditions. The uniaxial compression tests are conducted for 24 hours, 48 hours, and 72 hours after freezing to determine proper freezing time. The freezing time of 24 hours is chosen because the unconfined compressive strengths of specimens after 24 hours freezing times are similar to each other. Furthermore, the unfrozen water content is monitored during freezing using the TDR system. The unfrozen water content increases with the increase of the silt fraction and degree of saturation. The unconfined compressive strength of the frozen soils exponentially increases with increasing the degree of saturation. This study shows that the amount of ice has more influence on the strength of the frozen soils than the amount of unfrozen water.

Sensitivity Analysis of Hydrologic Components According to Change Characteristic Soil (토양특성 변화에 따른 수문성분 민감도 분석)

  • Kim, Nam-Won;Lee, Byong-Ju;Lee, Jeong-Eun
    • Proceedings of the Korea Water Resources Association Conference
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    • 2007.05a
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    • pp.1548-1552
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    • 2007
  • 최근 유역단위의 수자원 계획 및 관리를 비롯하여 물 배분 문제 등에 관심이 집중되면서 장기유출모의 또한 국내에 많이 적용되고 있는 실정이다. 장기유출 모의시 가장 중요시 되는 부분 중 하나는 정확한 토양 수분 모의이며 이는 다양한 토양특성인자와 매우 밀접한 관계가 있을 뿐 아니라 지표면 유출량, 중간 유출량, 지하수 유출량 및 증발산량에도 큰 영향을 주게 된다. 통상 토양수분 함양량을 비롯하여 수문성분 발생량에 영향을 주는 대표적인 토양 매개변수는 토양의 깊이, 용적밀도, 포화수리전도도, 가용토양수분량, 포장용수량, 영구위조점 등이 있다. 본 연구에서는 이러한 토양 특성인자의 변화에 따른 수문성분의 변동성을 정량적으로 평가하기 위해 토양 매개변수들을 물리적으로 고려할 수 있으며 최근 국내에 많이 활용되고 있는 SWAT 모형을 이용하여 토양 매개변수 변화에 따른 수문성분 변화량을 분석하고자 한다.

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Salt Penetration Properties of Anchovy (Engraulis japonica) Muscle Immersed in Brine (멸치(Engraulis japonica)육의 물간법 중 염침투 특성)

  • Oh, Se-Wook;Lee, Nam-Hyouck;Kim, Young-Myoung;Nam, Eun-Jung;Jo, Jin-Ho
    • Korean Journal of Food Science and Technology
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    • v.29 no.6
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    • pp.1196-1201
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    • 1997
  • As a basic study to develop low-salted fermented anchovy, rates of salt penetration into anchovy muscle, patterns of protein degradation and changes in water activity and transfer was analyzed after brining at various salt (NaCl) concentration. The salt penetration curves followed first order. kinetics. The rate constant (k) increased from 0.018 (10% NaCl solution) to 0.051 (saturated). Water activity was reduced from 0.93 (10% NaCl solution) to 0.77 (saturated). Protein degradation during brining was Somewhat occurred in 10% NaCl solution but not in satutrated solution. Water content of anchovy muscle were 74% (w/w), 65% and 58% when 10%, 20% and saturated NaCl solution were used, respectively. This result indicated that as NaCl content of brining solution was increased, the amount of water transfer also occurred. Weight of anchovy increased at 10% NaCl solution and decreased at 20% and saturated NaCl solution. The loss of anchovy solid mash during brining was calculated as 30% after 36 hr brining.

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