• Title/Summary/Keyword: Discharge water

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Evaluation of Possibility for the Classification of River Habitat Using Imagery Information (영상정보를 활용한 하천 서식처 분류 가능성 평가)

  • Lee, Geun-Sang;Lee, Hyun-Seok
    • Journal of the Korean Association of Geographic Information Studies
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    • v.15 no.3
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    • pp.91-102
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    • 2012
  • As the basis of the environmental ecological river management, this research developed a method of habitat classification using imagery information to understand a distribution characteristics of fish living in a natural river. First, topographic survey and investigation of discharge and water temperature were carried out to analyze hydraulic characteristics of fish habitat, and the unmanned aerial photography was applied to acquire river imagery at the observation time. Riffle, pool, and glide regions were selected as river habitat to analyze fish distribution characteristics. Analysis showed that the standard deviation of RGB on the riffle is higher than pool and glide because of fast stream flow. From the classification accuracy estimation on riffle region according to resolution and kernel size using the characteristics of standard deviation of RGB, the highest classification accuracy was 77.17% for resolution with 30cm and kernel size with 11. As the result of water temperature observation on pool and glide using infrared camera, they were $19.6{\sim}21.3^{\circ}C$ and $15.5{\sim}16.5^{\circ}C$ respectively with the differences of $4{\sim}5^{\circ}C$. Therefore it is possible to classify pool and glide region using the infrared photography information. The habitat classification to figure out fish distribution can be carried out more efficiently, if unmanned aerial photography system with RGB and infrared band is applied.

Evaluation for Impacts of Nitrogen Source to Groundwater Quality in Livestock Farming Area

  • Lee, Gyeong-Mi;Park, Sunhwa;Kim, Ki-In;Jeon, Sang-Ho;Song, Dahee;Kim, Deok-hyun;Kim, Tae-Seung;Yun, Seong-Taek;Chung, Hyen Mi;Kim, Hyun-Koo
    • Korean Journal of Soil Science and Fertilizer
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    • v.50 no.5
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    • pp.345-356
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    • 2017
  • We investigated 52 livestock farming complexes in Gyeong-Gi and Incheon provinces based on low, medium, and high livestock density and groundwater quality. The objective of this study was to evaluate a relationship between nitrate N concentration in groundwater and animal factors, such as livestock density and animal species. 2,200 groundwater samples for 3 years from 2012 to 2014 at Gyeong-Gi and Incheon provinces were collected and analyzed for pH, EC, DO, ORP, temperature, major anions and cations, such as $NO_3-N$, ${HCO_3}^-$, ${PO_4}^-$, ${SO_4}^{2-}$, $Cl^-$, $NH_4-N$, $K^+$, $Na^+$, $Ca^{2+}$, $Mg^{2+}$, T-N, and TOC. Average concentration of total N for generated load density was $23,973g\;day^{-1}\;km^{-2}$ for cattle, $51,551g\;day^{-1}\;km^{-2}$ for pig, and $52,100g\;day^{-1}\;km^{-2}$ for poultry. For animal feeding species, average ratio for generated load over discharge load was 16.1% for cattle, 7.8% for pig, and 7.1% for poultry. Therefore, cattle feeding region is highly vulnerable for water pollution compared to pig and poultry feeding areas. The concentrations of chloride, nitrate, and total N in the groundwater samples were higher at high animal farming regions than other regions. The average concentration of nitrate, and chloride in groundwater samples was $5.0mg\;L^{-1}$, $16.6mg\;L^{-1}$ for low livestock density, $6.9mg\;L^{-1}$, $17.7mg\;L^{-1}$ for medium livestock density and $7.6mg\;L^{-1}$, $22.7mg\;L^{-1}$ for high livestock density and total nitrogen (T-N) was $7.7mg\;L^{-1}$ for low livestock density, $9.4mg\;L^{-1}$ for medium livestock density, $10.7mg\;L^{-1}$ for high livestock density. In conclusion, based on this research, for managing groundwater quality near livestock farming regions, $Ca-(Cl+NO_3)$ group from the Piper diagram is more efficient than using 19 factors for water quality standard.

Distributed GIS-Based Watershed Rainfall-Runoff Model Development and Its Calibration using Weather Radar (기상레이더와 지형정보시스템을 이용한 분포형 강우-유출 유역모형의 개발과 검정)

  • Skahill, Brian E.;Choi, Woo-Hee;Kim, Min-Hwan;Kim, Sung-Kyun;Johnson, Lynn E.
    • Journal of Korea Water Resources Association
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    • v.36 no.2
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    • pp.285-300
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    • 2003
  • An event-based, kinematic, infiltration-excess, and distributed rainfall-runoff model using weather radar and Geographic Information System(GIS) was developed to acknowledge and account lot the spatial variability and uncertainty of several parameters relevant to storm surface runoff and surface flow The developed model is compatible with raster GIS and spatially and temporally varied rainfall data. To calibrate the model, Monte Carlo simulation and a likelihood measure are utilized; allowing for a range of possible system responses from the calibrated model. Using rain gauge adjusted radar-rainfall estimates, the developed model was applied and evaluated to a limited number of historical events for the Ralston Creek and Goldsmith Gulch basins within the Denver Urban Drainage and Flood Control District (UDFCD) that contain mixed land use classifications. While based on a limited number of Monte Carlo simulations and considered flood events, Nash and Sutcliffe efficiency score ranges of -0.19∼0.95 / -0.75∼0.81 were obtained from the calibrated models for the Ralston Creek and Goldsmith Gulch basins, based on a comparison of observed and simulated hydrographs. For the Ralston Creek and Goldsmith Gulch basins, Nash and Sutcliffe efficiency scores of 0.88/0.10, 0.14/0.71, and 0.99/0.95 for runoff volume, peak discharge, and time to peak, respectively, were obtained from the model.

Analysis of Hydrological Impact for Long-Term Land Cover Change Using the WMS HEC-1 Model in the Upstream Watershed of Pyeongtaek Gauging Station of Anseong-cheon (WMS HEC-1을 이용한 안성천 평택수위관측소 상류유역의 수문 경년변화 분석)

  • Kim, Seong-Joon;Park, Geun-Ae;Jung, In-Kyun;Kwon, Hyung-Joong
    • Journal of Korea Water Resources Association
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    • v.36 no.4
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    • pp.609-621
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    • 2003
  • The purpose of this study is to evaluate the hydrological impact due to temporal land cover change by gradual urbanization of upstream watershed of Pyeongtaek gauging station of Anseong -cheon. WMS HEC-1 was adopted, and DEM with 200$\times$200m resolution and hydrologic soil group from 1:50,000 soil map were prepared. Land covers of 1986, 1990, 1994 and 1999 Landsat TM images were classified by maximum likelihood method. The watershed showed a trend that forest & paddy areas decreased and urban/residential area gradually increased for the period of 14 years. The model was calibrated at 2 locations (Pyeongtaek and Gongdo) by comparing observed with simulated discharge results for 5 summer storm events from 1998 to 2001. The watershed average CN values varied from 61.7 to 62.3 for the 4 selected years. To identify the impact of streamflow by temporal area change of a target land use, a simple evaluation method that the CN values of areas except the target land use are unified as one representative CN value was suggested. By applying the method, watershed average CN value was affected in the order of paddy, forest and urban/residential, respectively.

Analysis of Rainfall Effect on the GIUH Characteristic Velocity (GIUH 특성속도에 대한 강우의 영향 분석)

  • Kim, Kee-Wook;Roh, Jung-Hwan;Jeon, Yong-Woon;Yoo, Chul-Sang
    • Journal of Korea Water Resources Association
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    • v.36 no.4
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    • pp.533-545
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    • 2003
  • This study analyzed several storm events observed in the Seolma-chun basin to derive the characteristic velocity of GIUH (Geomophological Instantaneous Unit Hydrograph) as well as its variability. Especially, this study focused on the variation of characteristic velocity due to the change of rainfall characteristics. The IUH of the Seolma-chun basin was derived using the HEC-1, whose peak discharge and time were then compared with those of the GIUH to derive the characteristic velocities. The characteristics velocities were analyzed by comparing with the GcIUH (Geomorphoclimatic IUH) as well as the characteristics of rainfall. Results are summarized as follows. (1) The characteristic velocity of GIUH was estimated higher with higher variability than the GcIUH, but their trends were found similar (2) Total amount of effective rainfall (or, mean effective rainfall) well explains the characteristic velocity of GIUH. This could be assured by the regression analysis, whose coefficient of determination was estimated about 0.6. (3) The duration and the maximum intensity of rainfall were found not to affect significantly on the characteristic velocity of GIUH. The coefficients of determination were estimated less than 0.3 for all cases considered. (4) For the rainfall events used in this study, the characteristic velocities of GIUH were found to follow the Gaussian distribution with its mean and the standard deviation 0.402 m/s and 0.173 m/s, respectively. Most of the values are within the range of 0.4∼0.5 m/s, and its coefficient of variation was estimated to be 0.43, much less than that of the runoff itself (about 1.0).

Application of the Poisson Cluster Rainfall Generation Model to the Urban Flood Analysis (포아송 클러스터 강우 생성 모형을 이용한 도시 홍수 해석)

  • Park, Hyunjin;Yang, Jungsuk;Han, Jaemoon;Kim, Dongkyun
    • Journal of Korea Water Resources Association
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    • v.48 no.9
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    • pp.729-741
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    • 2015
  • This study examined the applicability of MBLRP (Modified Bartlett-Lewis Rectangular Pulse) rainfall generation model for an urban flood simulation which is a type of Poisson cluster rainfall generation model. This study constructed XP-SWMM model for Namgajwa area of Hongjecheon basin, which is a two-dimensional pipe network-surface flood simulation program and computed a flood discharge and a flooded area with input data of synthetic rainfall time series of 200 years that were generated by the MBLRP model. This study compared the data of flood with synthetic rainfall and flood with corresponding values which were based on design rainfall. The results showed that the flooded area computed with MBLRP model was somewhat smaller than the corresponding values on the basis of the design. A degree of underestimation was from 8% (5 year) to 34% (200 year) and the degree of underestimation increased as a return period increased. This study is meaningful in that it proposes methodology that enables quantifiability of uncertain variables which are related to a flooding through Monte Carlo analysis of urban flooding simulation and applicability and limitations thereof.

Inundation Analysis in Urban Area Considering of Head Loss Coefficients at Surcharged Manholes (과부하 맨홀의 손실계수를 고려한 도시지역 침수해석)

  • Lee, Won;Kim, Jung Soo;Yoon, Sei Eui
    • Journal of Korea Water Resources Association
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    • v.48 no.2
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    • pp.127-136
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    • 2015
  • In general, XP-SWMM regards manholes as nodes, so it can not consider local head loss in surcharged manhole depending on shape and size of the manhole. That might be a reason why XP-SWMM underestimates inundated-area compared with reality. Therefore, it is necessary to study how we put the local head loss in surcharged manhole in order to simulate storm drain system with XP-SWMM. In this study, average head loss coefficients at circular and square manhole were estimated as 0.61 and 0.68 respectively through hydraulic experiments with various discharges. The estimated average head loss coefficients were put into XP-SWMM as inflow and outflow energy loss of nodes to simulate inundation area of Gunja basin. Simulated results show that not only overflow discharge amount but inundated-area increased considering the head loss coefficients. Also, inundation area with considering head loss coefficients was matched as much as 58% on real inundation area. That was more than simulated results without considering head loss coefficients as much as 18 %. Considering energy loss in surcharged manholes increases an accuracy of simulation. Therefore, the averaged head loss coefficients of this study could be used to simulate storm drain system. It was expected that the study results will be utilized as basic data for establishing the identification of the inundation risk area.

Development of a Pump Operation Rule in a Drainage Pump Station using a Real Time Control Model for Urban Drainage System (내배수시스템 실시간 운영 모형을 이용한 배수펌프장 운영기법 개발)

  • Lee, Jung-Ho;Lee, Yang-Jae;Kim, Joong-Hoon;Jun, Hwan-Don
    • Journal of Korea Water Resources Association
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    • v.40 no.11
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    • pp.877-886
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    • 2007
  • An urban drainage system consists of two major systems : flood drainage facilities and operating practices. The facilities are composed of sewer networks, gates, and pumping stations and the operating practice consists of pump or gate operation. Then, a real time simulation system which is able to simulate urban runoff and the pump operation and to consider the backwater effect is required to operate efficiently the pump. With this system, the efficient pump operating rule can be developed to diminish the possible flood damage on urban areas. In this study, a real time simulation system was developed using the SWMM 5.0 DLL and Visual Basic 6.0 equipped with EXCEL. Also, for developing efficient pump operating Rules, two new Rules were suggested. The first Rule is designed to operate pumps considering the condition of sewer networks such as depths of each junction. The second is to discharge all the amount of inflow at each time step. Results obtained by those Rules were compared with one by the current pump operating Rule which is able to consider only the depth of the retard basin. The developed model was applied to Joonggok retard basin and verified their applicability.

Appropriateness Check of the Existing Depth-averaged Velocity Conversion Factor in River Discharge Measurement Using Surface Velocity (표면유속을 이용한 하천유량측정에 있어서 기존 수심평균유속환산계수의 적정성 검토)

  • Kim, Young-Sung;Yang, Jae-Rheen
    • Proceedings of the Korea Water Resources Association Conference
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    • 2010.05a
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    • pp.1887-1891
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    • 2010
  • 전자파표면유속계를 이용한 홍수유속측정에 있어서 수심평균유속환산계수로 0.85를 표면유속에 일률적으로 적용하도록 제시하고 있다. 그 동안 이의 적절성 여부에 대한 논의가 꾸준히 지속되어져 왔다. 이에 전자파 표면유속계를 개발하고 상품화하여 보급시킨 개발 주체의 입장에서 이에 대한 검증을 시도하였다. 이의 검증을 위해서 가장 중요한 것은 정해진 측정지점의 유량측정시각의 정확한 유량을 파악해야 함은 필수조건이다. 하지만 유량측정지점의 유량의 참값은 알기는 참으로 어려운 일이다. 이에 지금까지는 댐의 방류량을 참값이라고 가정을 하고 여러 가지 기기를 이용한 유량측정을 실시하여 각 기기의 측정오차를 비교하는 기준유량으로 댐방류량을 이용하였다. 따라서 본 연구에서는 방류량의 정확성 파악에 의하여 수심평균유속환산계수의 적정성 여부를 검토하고자 하였다. 또한 이에 대한 이론적인 접근의 방법으로서 유속분포곡선식으로부터 수심평균유속환산계수를 산정하여 이를 기존에 표면유속을 평균유속으로 환산하기 위해서 적용하였던 계수와 비교를 하였다. 기존의 수심평균유속환산계수로 이용한 0.85에 대한 이론적인 검증을 위해서 Power law형의 유속분포식으로부터 수심평균유속환산계수를 유도한 결과 하상의 재료에 따라 0.833 (거친 하상)~0.875 (부드러운 하상)의 범위에 분포하였다. 이는 환산계수로 이용하고 있는 0.85는 유속분포가 크게 변동하지 않은 경우에 수심 평균유속을 환산하는데 이용함에 무리가 없음을 보여준다. 기존의 대청댐 방류량을 이용한 수심평균유속환산 계수를 산정한 결과를 분석한 결과 환산계수가 0.828~0.868의 범위에 분포하고 있다. 즉 기존의 수심평균유속환산계수로 이용을 하고 있는 0.85와 비교했을때 ${\pm}3%$의 오차를 보이고 있음을 알 수 있다. 대청댐 방류량에 대한 검증을 위해서 여러 가지 기기를 이용한 동시 유량 측정을 실시하였고, 전자파표면유속계로 측정한 표면유속에 기존의 수심평균유속환산계수 0.85를 적용했을때의 유량산정 결과를 다른 방법에 의한 측정 결과 및 방류량과 비교를 실시하였다. ADCP 측정은 유량조사사업단과 한국수자원공사 충청지역본부의 도움을 받아 실시하였는데, 유량조사사업단은 9회 측정하여 평균한 유량이 242.0 cms, 충청지역본부에서는 6회 측정하여 평균한 결과가 234.6 cms이었고, 전자파표면유속계로 측정한 표면유속을 이용하여 산정한 유량이 249.0 cms이었으며, 동시유량 측정당시 방류량은 242 cms이었다. ADCP를 이용한 유량측정에 있어서, 각 측정시의 유량측정 오차가 최대 20% 까지 나타나고 있다. 반면 대청댐의 발전 방류량은 거의 일정한 수준을 유지했던 것을 감안할 경우 유량측정 기간에 하류의 조정지댐으로 인한 배수효과의 영향으로 ADCP를 이용한 유량측정값에 변동이 발생한 것으로 추측된다. 전반적으로 부자를 제외하고는 사용된 유량측정 방법들이 거의 동일한 값을 보임을 알 수 있다. 또한 표면유속에 기존의 환산계수를 적용하여도 유량산정이 다른 방법과 유사하게 산정됨을 알 수 있다.

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Runoff Analysis for Urban Unit Subbasin Based on its Shape (유역형상을 고려한 도시 단위 소유역의 유출 해석)

  • Hur, Sung-Chul;Park, Sang-Sik;Lee, Jong-Tae
    • Journal of Korea Water Resources Association
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    • v.41 no.5
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    • pp.491-501
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    • 2008
  • In order to describe runoff characteristics of urban drainage area, outflow from subbasins divided by considering topography and flow path, is analyzed through stormwater system. In doing so, concentration time and time-area curve change significantly according to basin shape, and runoff characteristics are changed greatly by these attributes. Therefore, in this development study of FFC2Q model by MLTM, we aim to improve the accuracy in analyzing runoff by adding a module that considers basin shape, giving it an advantage over popular urban hydrology models, such as SWMM and ILLUDAS, that can not account for geometric shape of a basin due to their assumptions of unit subbasin as having a simple rectangular form. For subbasin shapes, symmetry types (rectangular, ellipse, lozenge), divergent types (triangle, trapezoid), and convergent types (inverted triangle, inverted trapezoid) have been analyzed in application of time-area curve for surface runoff analysis. As a result, we found that runoff characteristic can be quite different depending on basin shape. For example, when Gunja basin was represented by lozenge shape, the best results for peak flow discharge and overall shape of runoff hydrograph were achieved in comparison to observed data. Additionally, in case of considering subbasin shape, the number of division of drainage basin did not affect peak flow magnitude and gave stable results close to observed data. However, in case of representing the shape of subbasins by traditional rectangular approximation, the division number had sensitive effects on the analysis results.