저수량 오차에 의한 장찬저수지의 유역외 유입량 추정

노재경,Noh, Jae-Kyoung 한국농공학회 2010 한국농공학회논문집 Vol.52 No.5

Jangchan reservoir is located in Okcheon county, Chungbuk province, of which watershed area is $29.4\;km^2$ from outside, and $5.1\;km^2$ from inside watershed, effective storage capacity is $392{\times}10^4\;m^3$, paddy area to be irrigated is 474 ha. To determine inflows from Keumcheon weir located in outside watershed on an optimum level, a repeated procedure which is composed of simulation of inflows to Keumcheon weir, setting of range of water taking at Keumcheon weir, simulation of inflows to Jangchan reservoir, estimation of paddy water from Jangchan reservoir, and simulation of water storages in Jangchan reservoir was selected. Parameters of DAWAST model for simulating inflows to Jangchan reservoir were determined to UMAX of 315 mm, LMAX of 21 mm, FC of 130 mm, CP of 0.018, and CE of 0.007 with absolute sum of errors in reservoir water storages minimized using unconstrained Simplex method because of no inflows data. Inflows to Keumcheon weir were simulated to $2,132{\times}10^4\;m^3$ on an annual average. Optimal range of water taking at Keumcheon weir to transfer to Jangchan reservoir were $0.81{\sim}50\;mm/km^2/d$, which were summed up to $1,397{\times}10^4\;m^3$ in 66% of total on an annual average. Inflows to Jangchan reservoir were simulated to $1,739{\times}10^4\;m^3$ on an annual average of which were 80 % from Keumcheon weir of outside watershed. Requirements to paddy water from Jangchan reservoir were estimated to $543{\times}10^4\;m^3$ on an annual average.

홍수조절용량 설정에 따른 증고저수지의 용수공급능력 변화

노재경,Noh, Jae-Kyoung 한국관개배수위원회 2010 한국관개배수논문집 Vol.17 No.2

This study was performed to analyze the affect of water supply capacity followed by allocating flood control volume in heightening reservoir, of which Baekgog reservoir was selected as a case study in here. Baekgog reservoir is located in Jincheon county, Chungbuk province, of which full water level will be heightened from EL. 100. 1m to EL. 102.1m, and total storage from 21.75M $m^3$ to 26.67M $m^3$. Flood inflow with 200year frequency was estimated to 997 $m^3$/s in peak flow and 22.54M $m^3$ in total volume. Reservoir flood routing was conducted to determine flood limited water levels, which was determined to have scenarios such as EL 97-98-99m in periods of 6.21.-7.20., 7.21.-8.20., and 8.21.-9.20., respectively, EL 97-97-97m, EL 98-98-98m in present reservoir, and EL 99-100-101m, EL 99-99-99m, and EL 100-100-100m in heightened reservoir. Reservoir inflow was simulated by DAWAST model. Annual paddy irrigation requirement was estimated to 33.19M $m^3$ to 2,975ha. Instream flow was allocated to 0.14mm/d from October to April. Operation rule curve was drawn using inflow, irrigation and instream flow requirements data. In case of withdrawal limit reservoir operation using operation rule curve, reduction rates of annual irrigation supply before and after flood control by reservoir were 2.0~4.3% in present size and 1.5~3.6% in heightened size. Reliability on water supply was decreased from 77.3% to 63.6~68.2% in present size and from 81.6% to 72.7~79.5% in heightened size. And reduction rates of water storage at the end of year before and after flood control by reservoir were 7.3~16.5% in present size and 7.7~16.9% in heightened size. But water supplies were done without any water deficiency through withdrawal limit reservoir operation in spite of low flood regulating water level.

유역배율이 작은 저수지의 이수관리방법

노재경,Noh, Jae-Kyoung 한국관개배수위원회 2011 한국관개배수논문집 Vol.18 No.1

To provide a operation rule curve for reservoir with low ratio of watershed area to paddy field area, Duckyong reservoir with watershed area of $15.8km^2$ and paddy field area of 1,071ha was selected, in which 4 meters are being heightened and full water levels will be increased from EL.26.0m to EL.30.0m, total water storages from 365.6M $m^3$ to 708.0M $m^3$. There was no operation rule curve that satisfied over 90% reliability of water supply in reservoir with watershed area of 1.48 times of paddy field area. The differences between observed and simulated reservoir daily water storages were minimized to determine parameters for simulating reservoir inflow in case of paddy field area of 550ha from 1991 to 2010. A operation rule curve was drawn to have a maximum storage with total water storage, which was in paddy field area of 700ha with ratio of 2.3 between watershed area and paddy field area. This case showed that annual irrigation water supply was 668M $m^3$ and instream flow of 57M $m^3$, water supply reliability of 55.6% in normal operation, and annual irrigation water supply was 605M $m^3$ and instream flow of 38M $m^3$, water supply reliability of 95.6% in withdrawal limited operation. Water supply reliabilities showed 35.6% without flood regulation and 17.8% with flood regulation in existing reservoir before heightening.

유역외 보의 연계운영에 의한 유역배율이 작은 저수지의 유입량 확보 가능성

노재경,Noh, Jae-Kyoung 한국농공학회 2011 한국농공학회논문집 Vol.53 No.1

This study was performed to ascertain the possibility of securing inflows to reservoir with low ratio of watershed to paddy field areas by outside diversion weir. The case of Maengdong reservoir and Samryong diversion weir was selected. Most of inflows to Maengdong reservoir with watershed area of $7.06\;km^2$ and total storage capacity of $1,269{\times}10^4\;m^3$ are filled with intake water from outside Samryong diversion weir. Only using water storage data in Maengdong reservoir from 1991 to 2009, the range of water intake in Samryong diversion weir to Maengdong reservoir was optimized to 0.135~30 mm/d, from which water intake to Maengdong reservoir was $1,672.9{\times}10^4\;m^3$ (70.1 %) and downstream outflow to Weonnam reservoir was $714.4{\times}10^4\;m^3$ (29.9 %). The parameters of DAWAST model for reservoir inflow were determined to UMAX of 313.8 mm, LMAX 20.3 mm, FC 136.8 mm, CP 0.018, and CE 0.007. Inflows to Maengdong reservoir were $427.1{\times}10^4\;m^3$ (20.3 %) from inside watershed, and $1,672.9{\times}10^4\;m^3$ (79.7 %) from outside. Paddy irrigation water requirements were estimated to $1,549{\times}10^4\;m^3$ on annual average. Operation rule curve was drawn by using daily inflow and irrigation requirement data. By securing the amount of inflow to Maengdong reservoir to about 80 % from outside Samryong diversion weir, water supply capacity for irrigation of $1,549{\times}10^4\;m^3/yr$ was analyzed to be enough. Additional water supplies for instream flow were analyzed to $1,412\;m^3/d$ in normal reservoir operation, $36,000\;m^3/d$ in withdrawal limit operation by operation rule curve from October to March of non irrigation period.

저수량 오차를 목적함수로 한 저수지 일 유입량 모의

노재경 ( Noh Jae Kyoung ) 한국농공학회 2000 韓國農工學會誌 : 전원과 자원 Vol.42 No.4

The objective function of reservoir storage error was suggested to simulate daily reservoir inflow. DAWAST rainfall-runoff model was adopted, and it was coupled with daily reservoir storage balance model to use objective function of reservoir storage error. Using Visual Basic 6.0, coupled model was configurated with calibration module, verification module, and validation module. The Sayeon dam with 124.5km² of watershed area was selected, and 5 parameters of DAWAST model, UMAX, LMAX, FC,CP, CE were calibrated. Daily reservoir inflow was simulated with calibrated parameters and reservoir storage was simulated on a daily basis. The simulated results were compared with the monthly results by Gajiyama equation and ten-day results by Tank rainfall-runoff model through equal value lines and hydrographs. DAWAST model showed the best results compared with Gajiymama equation and Tank model. Especially, DAWAST model showed a good agreement in dry periods. NEW concept using objective function of storage error was believed to be satisfactory and to be applied in estimating reservoir inflow.

일 유출해석을 위한 논 용수 수요량 추정 모형 개발

노재경 ( Noh Jae Kyoung ),고익환 ( Ko Ick Hwan ) 한국농공학회 2003 한국농공학회 학술대회초록집 Vol.2003 No.-

Model for estimating daily paddy water requirements was developed to simulate daily streamflow in upstream and downstream. Evapotranspiration in paddy fields was estimated using modified Penman equation. Daily water requirements in paddy fields were calculated from multiplication of paddy area to ponding depth decreased for one day. And model was constructed with a system form user-friendly and almost completely using controls of image, grid, and etc. in Visual Basic 6.0. The developed model was applied to estimate daily agricultural water requirements at 12 small watersheds during 20 years from 1983 to 2002 with paddy field areas of 3,332-26,422ha in small watersheds, and with agricultural water requirements of 37.22-294.53mcm on yearly average.

용수수요를 고려한 DAWAST 모형

노재경 ( Noh Jae Kyoung ),이진영 ( Lee Jin Young ),진용진 ( Jin Yong Shin ) 한국농공학회 2003 한국농공학회 학술대회초록집 Vol.2003 No.-

The DA W AST model was originally developed to consider daily variation in the unsaturated soil water storage and it is a conceptual lumped model. Return flows from agricultural, domestic and industrial water were included to the original result of model simulation to calibrate model parameter. Daily inflow to the Daechung multipurpose dam was applied to verify the DA W AST model considered return flows. Simulation results were comparable to the inflows of dam operation reasonably.

기상자료를 이용한 논의 일 잠재증발산량 추정

노재경 ( Noh Jae-kyoung ) 한국농공학회 2002 한국농공학회 학술대회초록집 Vol.2002 No.-

Daily potential evapotranspiration was estimated using meteorological data which are observing regularly such as rainfall, temperature, humidity, wind speed, and duration of sunshine. Penman method is used practically in estimating evapotranspiration at present, and its regional coefficients were derived at 19 stations in the Korean Peninsular. Because meteorological data are observing at 77 stations under the Korea Meteorological Administration, the methodology of estimating evapotranspiration using meteorological data will be able to be applied in more regions than Penman method.

하구둑의 일 물수지 모형 개발

노재경 ( Noh Jae Kyoung ),이항식 ( Lee Hang Sik ),진용신 ( Jin Yong Shin ) 한국농공학회 2003 한국농공학회 학술대회초록집 Vol.2003 No.-

In order to analyze water supply capacity in estuary barrage dam, a system was developed in which base model was consisted of daily water balance model and daily inflow model. Agricultural water demand to paddy fields and domestic and industrial water demand were considered in this daily water balance model. Also outflow volume through sluice gate and inside water level at time to start outflow was conditioned initially to simulate reservoir storage. The DAWAST model was selected to simulate daily reservoir inflow in which return flows from agricultural, domestic and industrial water were included to simulate runoff. Using this developed system, water supply capacity in the Keum river estuary reservoir was analyzed.

상류 저수지군의 저수량 확보 시나리오에 의한 논산천의 유지유량 증가

노재경(Jae-Kyoung Noh) 충남대학교 농업과학연구소 2009 농업과학연구 Vol.36 No.1

논산시의 논산천 도심구간의 하천유지유량을 확보하기 위해 상류의 계룡지, 경천지, 대둔지와 탑정지 등을 증고하여 저수량을 확보하는 시나리오별로 상류의 저수지 군을 직렬, 병렬 연계 운영을 고려하여 논산 지점의 유량을 1966년부터 2007년까지 일별로 모의하여 유황을 분석하고 유지유량의 증가 효과를 분석한 결과는 다음과 같다. 첫째, 유역 내 하천유량의 관측자료가 없어 유입량을 DAWAST 모형에 의하고 관개용수를 공급할 때 탑정지의 저수량 변화를 모의하여 관측-모의의 저수량 오차를 목적함수로 함으로써 모형 매개변수를 구해 적용한 결과 Nash-Schcliffe 모형효율은 0.661, 관측-모의 저수량의 등가선의 결정계수는 0.666로 되는 모형의 검증을 거쳐 저수지 유입량, 하천유량 모의에 사용하였다. 둘째, 계룡지 2 m, 5 m, 대둔지 5 m, 탑정지 1 m 등을 증고하는 시나리오를 설정하였고, 상류 저수지에 의한 저수량 확보 시나리오별로 단일 및 연계 저수지 운영을 모의한 결과 하천유지유량을 연평균 최대 59.85백만 ㎥까지 공급할 수 있는 것으로 분석되었다. 셋째, 논산 지점의 하천 유황은 갈수량 기준으로 저수지를 증고하지 않은 현재 상태는 1.086 ㎥/s이었으나 대둔지가 준공되면 1.809 ㎥/s로 증가되고, 계룡지를 2 m, 5 m로 증고하면 각각 1.841 ㎥/s, 1.862 ㎥/s로 증가되고, 추가로 탑정지를 1 m 증고하면 각각 1.978 ㎥/s, 2.011 ㎥/s로 증가되고, 추가로 대둔지를 5 m 증고하면 각각 2.183 ㎥/s, 2.218 ㎥/s 증가되는 것으로 분석되었다. 요약하면 계룡지를 2 m, 대둔지를 5 m, 탑정지를 1 m 각각 증고하여 17.132백만 ㎥의 저수량을 추가로 확보함으로써 논산 지점의 하천유지유량을 현재의 2배 정도로 증가시킬 수 있다는 결과를 얻었다. This study was performed to evaluate the effect of increasing instream flow at Nonsancheon stream of Nonsan city by securing water storages in upstream reservoirs; Ge-ryong, Gyoung-cheon, Dae-dun, and Tab-jeong. The paralleled and cascaded upstream reservoir operations for 8 storage securing scenarios were considered to simulate daily streamflows at Nonsan station. Using Tab-jeong reservoir water storage, the DAWAST model's parameters were determined, and the verified result showed Nash-Schcliffe's coefficient of 0.666. Instream flows were analyzed to supply maximum 59.85 M㎥ on an annually average from upstream reservoir storage securing scenarios. The storage securing set of 2 m heightened Ge-ryong, 5 m Dae-dun, and 1 m Tab-jeong showed that the additional secured water storages were 17.132 M㎥ and instream flow at Nonsan station was increased to 2.183 ㎥/s, 2 times of present condition.