• Title/Summary/Keyword: HSPF

Search Result 194, Processing Time 0.026 seconds

Automatic Calibration for Noncontinuous Observed Data using HSPF-PEST (HSPF-PEST를 이용한 불연속 실측치 자동보정)

  • Jeon, Ji-Hong;Lee, Sae-Bom
    • Journal of The Korean Society of Agricultural Engineers
    • /
    • v.54 no.6
    • /
    • pp.111-119
    • /
    • 2012
  • Applicability of 8 day interval flow data for the calibration of hydrologic model was evaluated using Hydrological Simulation Program-Fortran (HSPF) at Kyungan watershed. The 8 day interval flow monitored by Ministry of Environment located at upstream was calibrated and periodically validated during 2004-2008. And continuous daily flow monitored by Ministry of Construction & Transportation (MOCT) and located at the mouth was compared with daily simulated data during 2004-2007 as spatial validation. Automatic calibration tool which is Model-Independent Parameter Estimation & Uncertainty Analysis (PEST) was applied for HSPF calibration procedure. The model efficiencies for calibration and periodic validation were 0.63 and 0.88, and model performances were fair and very good, respectively, based on criteria of calibration tolerances. Continuous daily stream flow at the mouth of Kyungan watershed were good agreement with observed continuous daily stream flow with showing 0.63 NS value. The PEST program is very useful tool for HSPF hydrologic calibration using non-continuous daily stream flow as well as continuous daily stream flow. The 8 day interval flow data monitored by MOE could be used to calibrate hydrologic model if the continuous daily stream flow is unavailable.

Proposal of Soil Parameter Range of HSPF Considering Available Water Capacity According to Soil Layer (토양층에 따른 유효수분량을 고려한 HSPF의 토양 별 매개변수 범위 제안)

  • Kim, SooHong;Lee, Dongjun;Han, JeongHo;Yang, DongSeok;Kim, JongGun
    • Proceedings of the Korea Water Resources Association Conference
    • /
    • 2019.05a
    • /
    • pp.113-113
    • /
    • 2019
  • 하천 오염 부하의 양적 증가를 해결하기 위해 환경부는 유역 내 목표 수질을 설정하고 목표 수질한도 내에서 오염물질 배출 총량을 할당하는 수질오염총량제를 도입하였다. 수질오염총량제 시행에 있어 시계열로 발생하는 유출특성을 반영하기 위해 장기유출모형의 적용이 가능한 Hydrologic Simulation Program-Fortran(HSPF)을 수질관리 및 평가 모델로 사용하고 있다. 그러나 HSPF 모델은 실제 다양한 특성을 가진 토양층을 Upper zone과 Lower zone 내에 통합적인 매개변수를 이용하여 유량을 모의하는 문제점이 있다. 이는 토양 내부에서의 유출에 대한 정확한 모의가 이루어지지 않는 결과를 초래할 수 있다. 따라서 본 연구에서는 국내 토양층에 따른 Available Water Capacity(AWC)에 대한 자료를 구축하고 기존보다 세분화된 토양 관련 매개변수 범위를 제시하였다. 본 연구에서 제시한 토양 관련 매개변수 범위를 반영할 경우 수질오염총량제 시행에 있어 HSPF 모델 모의 시 유역 내의 토양도를 고려하여 보다 정확한 중간유출과 기저유출분석이 가능할 것이라 사료된다.

  • PDF

Analysis of Surface Runoff and Pollutant Transport Characteristics of Juam Control Dam Basin using HSPF (HSPF 모델을 이용한 주암조절지댐 유역의 강우 및 오염물질 부하 유출특성 분석)

  • Goh, Nayeon;Kim, Jaeyoung;Seo, Dongil
    • Proceedings of the Korea Water Resources Association Conference
    • /
    • 2022.05a
    • /
    • pp.405-405
    • /
    • 2022
  • 본 연구는 주암조절지댐 유역의 강우 빛 비강우시츨 포함한 장기간의 유역유출 및 지하수 이동에 따른 유량분석과 오염물질 부하 유입특성을 분석함으로써 유역의 오염물질을 선제적으로 관리하고 조절지댐내의 수질을 효과적으로 관리하기 위해서 수행되었다. Hydrological Simulation Program - Fortran (HSPF) 모델을 적용하기 위하여 주암조절지댐 유역의 복잡한 지형과 기상조건 및 오염원 자료를 반영하고 수질관리 대책을 수립하는 데 적용하고자 하였다. 주암조절지댐 유역은 환경부의 소유역 구분을 고려하여 28개의 유역으로 세분화하고 티센망도를 고려해 3개의 그룹으로 재차 분류하였다. 기상 자료는 연구대상지역의 직접측정자료의 한계로 여수와 광양 기상청의 자료를 사용하였으며, 강우 자료 또한 소유역 그룹에 맞춰 입력 자료로 사용하였다. HSPF 모델의 보정은 유량 및 수질 (총질소 및 총인)에 대하여 2017 ~ 2021년의 모니터링 실측자료를 대상으로 수행되었다. 보정 결과는 R2, RMSE로 평가하였고, 보정된 HSPF 모델을 바탕으로 유역별 유량 및 수질에 영향을 미치는 주요 인자를 분석하였다. 본 연구의 결과는 주암조절지댐의 수질을 예측할 수 있는 3차원 수리-수질 모델의 입력자료로 활용될 예정이며, 추후 기후변화 영향을 고려한 상류 유역의 수질관리 계획 수립에 기여할 것으로 기대된다.

  • PDF

A Study on the Development of GIS Based Water Quality Simulation System using HSPF in Basin of Yeong-san River (HSPF 모델을 적용한 GIS기반의 영산강 유역 수질모의 시스템 개발에 관한 연구)

  • Lee, Sung Joo;Kim, Kye Hyun;Lee, Chol Young;Lee, Geon Hwi
    • Journal of Wetlands Research
    • /
    • v.14 no.4
    • /
    • pp.645-656
    • /
    • 2012
  • The basin environment has been seriously damaged by reckless development during the past half century. The demand for management in the basin has increased, but the system for prediction and management is not sufficient. Therefore, the aim of this study is to design a GIS-based water quality linkage system using the most suitable simulation, HSPF (Hydrological Simulation Program-Fortran) in this basin of South Korea. To achieve this, data of HSPF model for simulation and GIS data for spatial analysis is collected. And the system applied linkages of the water quality model and GIS such as Loose coupling. Also, the major function of the system was designed as a modular unit. Ultimately, the system is developed using development language of VB.NET from Microsoft and ArcObjects component from ESRI based on design for a module unit. The water quality simulation system can be supported to prediction and management for basin environment of Yeong-San River. In the future study, scenario will be established using the result of HSPF model And will be expected to support to situation of future basin and policy making.

Comparison of SWAT-K and HSPF for Hydrological Components Modeling in the Chungju Dam Watershed (충주댐 유역의 SWAT-K와 HSPF모형에 의한 수문성분 모의특성 비교 분석)

  • Kim, Nam-Won;Shin, Ah-Hyun;Kim, Chul-Gyum
    • Journal of Environmental Science International
    • /
    • v.18 no.6
    • /
    • pp.609-619
    • /
    • 2009
  • SWAT-K model is a modified version of the original SWAT, and is known to more accurately estimate the streamflows and pollutant loadings in Korean watersheds. In this study, its hydrological components were compared with those of HSPF in order to analyse the differences in total runoff including evapotranspiration(ET), surface flow, lateral flow and groundwater flow from the Chungju Dam watershed during $2000{\sim}2006$. Averaged annual runoff with SWAT-K overestimated by 1%, and HSPF underestimated it by 3% than observed runoff. Determination coefficients($R^2$) for observed and simulated daily streamflows by both the models were relatively good(0.80 by SWAT-K and 0.82 by HSPF). Potential ET and actual ET by HSPF were lower in winter, but similar or higher than those by SWAT-K. And though there were some differences in lateral and groundwater flows by two models because of the differences in hydrological algorithms, the results were to be reasonable. From the results, it was suggested that we should utilize a proper model considering the characteristic of study area and purposes of the model application because the simulated results from same input data could be different with models used. Also we should develop a novel model appropriate to Korean watersheds by enhancing limitations of the existing models in the future.

GCMs-Driven Snow Depth and Hydrological Simulation for 2018 Pyeongchang Winter Olympics (기후모형(GCMs)에 기반한 2018년 평창 동계올림픽 적설량 및 수문모의)

  • Kim, Jung Jin;Ryu, Jae Hyeon
    • Journal of Korea Water Resources Association
    • /
    • v.46 no.3
    • /
    • pp.229-243
    • /
    • 2013
  • Hydrological simulation Program-Fortran (HSPF) model was used to simulate streamflow and snow depth at Pyengchang watershed. The selected Global Climate Models (GCMs) provided by the Coupled Model Intercomparision Project Phase 3 (CMIP3) were utilized to evaluate streamflow and snow depth driven by future climate scenarios, including A1, A1B, and B1. Bias-correlation and temporal downscaling processes have been performed to minimize systematic errors between GCMs and HSPF. Based on simulated monthly streamflow and snow depth after calibration, the results indicate that HSPF performs well. The correlation coefficient between the observed and simulated monthly streamflow is 0.94. Snow depth simulations also show high correlation coefficient, which is 0.91. The results indicate that snow depth in 2018 at Pyongchang winter olympic venues will decrease by 17.62%, 9.38%, and 7.25% in January, February, and March respectively, based on streamflow realizations induced by all GCMs ensembles.

Water Quality Modelling of Flood Control Dam by HSPF and EFDC (HSPF-EFDC 모델을 연계한 홍수조절댐 수질 변화 예측)

  • Lee, Young-Gi;Hwang, Sang-Chul;Hwang, Hyun-Dong;Na, Jin-Young;Yu, Na-Young;Lee, Han-Jin
    • Journal of Environmental Impact Assessment
    • /
    • v.27 no.3
    • /
    • pp.251-266
    • /
    • 2018
  • This study predicted the effect of operation pattern of flood control dam on water quality. Flood control dam temporarily impound floodwaters and then release them under control to the river below the dam preventing the river ecosystem from the extreme flood. The Hydrological Simulation Program Fortran (HSPF) and the Environmental Fluid Dynamics Code (EFDC) were adapted to predict the water quality before and after the dam construction in the proposed reservoir. The non-point pollutant delivery load from the river basin was estimated using the HSPF, and the EFDC was used to predict the water quality using the provided watershed boundary conditions from the HSPF. As a result of water quality simulation, it is predicted that the water quality will be improved due to the decrease of pollution source due to submergence after dam construction and temporary storage during rainfall. There would be no major water quality issues such as the eutrophication in the reservoir since the dam would impound the floodwater for a short time (2~3 days). In the environmental impact assessment stage of a planned dam, there may be some limitations to the exact simulation because the model can not be sufficiently calibrated. However, if the reliability of the model is improved through the acquisition of actual data in the future, it will be possible to examine the influence of the water environment according to various operating conditions in the environmental impact assessment of the new flood control dam.

Effect Analysis of Alternatives to Secure Instream Flow in the Anyangcheon Using HSPF (HSPF를 이용한 안양천의 유지유량 확보 방안에 대한 효과 분석)

  • Lee, Kil-Seong;Lee, Joon-Seok;Chung, Eun-Sung
    • Proceedings of the Korea Water Resources Association Conference
    • /
    • 2006.05a
    • /
    • pp.1840-1844
    • /
    • 2006
  • 현재 안양천 유역에서는 하천 유지유량 확보 및 건천화 방지를 위해 지하철 용출수, 하수처리장 방류수 및 재이용수가 활용되고 있다. 본 연구에서는 광범위한 유역에 적용이 가능하고, 점오염원 및 비점오염원 분석과 처리 대안의 효과 분석을 실시할 수 있는 HSPF (Hydrological Simulation Program - Fortran) 모형에 대해 민감도 분석을 실시한 후 안양천 중상류 유역에서 현재 활용되고 있는 유지유량 확보 방안에 대한 효과 분석을 수행하였다. 총유출량과 첨두유량에 대한 매개변수 민감도 분석 결과 AGWRC, DEEPFR, INFILT, LZSN, UZSN, IRC, INTFW, LZETP 순으로 민감하게 반응하였으며, 이 중 유출에 1% 이상 변화를 주는 매개변수 AGWRC, DEEPFR, INFILT, LZSN, UZSN, IRC를 모형의 보정 및 검증에 사용하였다. HSPF 모형을 이용하여 2004년 안양천 유역을 모의한 결과 갈수량 기준 시 안양천 중류 유량의 82%가 안양하수처리장에서 방류되는 방류수에 의한 것으로 나타났으며, 하수처리 재이용수와 지하철 용출수는 각각 4.6%와 1.3%의 영향을 보였다. 따라서 안양천 유역과 같은 건천화가 진행되고 있는 도시하천의 경우 지하철 용출수 및 하수처리수 등의 하천 유지유량 확보 방안은 물순환 건전화의 중요한 대안이 될 수 있을 것이다.

  • PDF

Quantitative Estimation of Pollution Loading from Hwaseong Watershed using BASINS/HSPF (BASINS/HSPF를 이용한 화성유역 오염부하량의 정량적 평가)

  • Jung, Kwang-Wook;Yoon, Chun-G.;Jang, Jae-Ho;Kim, Hyung-Chul
    • Journal of The Korean Society of Agricultural Engineers
    • /
    • v.49 no.2
    • /
    • pp.61-74
    • /
    • 2007
  • A mathematical modeling program called Hydrological Simulation Program-FORTRAN (HSPF) developed by the United States Environmental Protection Agency (EPA) was applied to Hwaseong watershed. It was run under BASINS (Better Assessment Science for Integrating Point and Nonpoint Sources) program, and the model was validated using monitoring data of $2002{\sim}2005$. The model efficiency of runoff ranged from good to fair in comparison between simulated and observed data, while it was from very good to poor in the water quality parameters. But its reliability and performance were within the expectation considering complexity of the watershed and pollutant sources. The nonpoint source (NPS) loading for T-N and T-P during the monsoon rainy season (June to September) was about 80% of total NPS loading, and runoff volume was also in a similar range. However, NPS loading for BOD ($55{\sim}60%$) didn't depend on rainfall because BOD was mostly discharged from point source (more than 70%). And water quality was not necessarily high during the rainy season, and showed a decreasing trend with increasing water flow. BASINS/HSPF was applied to the Hwaseong watershed successfully without difficulty, and it was found that the model could be used conveniently to assess watershed characteristics and to estimate pollutant loading including point and nonpoint sources in watershed scale.

Automatic Calibration of Stream Flow and Nutrients Loads Using HSPF-PEST at the Bochung A Watershed (보청A유역 유량 및 영양물질 자동보정을 위한 HSPF-PEST 연계적용)

  • Jeon, Ji-Hong;Choi, Dong-Hyuk;Lim, Kyung-Jae;Kim, Tae-Dong
    • Journal of The Korean Society of Agricultural Engineers
    • /
    • v.52 no.5
    • /
    • pp.77-86
    • /
    • 2010
  • Hydrologic Simulation Program-Fortran (HSPF) coupled with PEST which is optimization program was calibrated and validated at Bochung watershed by using monitoring data of water quantities and nutrient loading. Although the calibrated data were limited, model parameters of each land use type were optimized and coefficient of determinations were ranged from 0.94 to 0.99 for runoff, from 0.89 to 1.00 for TN loading, and from 0.92 to 1.00 for TP loading. The optimized hydrological parameters indicated that the forested land could retain rainfall within soil layer with high soil layer depth and infiltration rate compared with other land use type. Hydrological characteristics of paddy rice field are low infiltration rate and coefficient of roughness. The calibrated parameters related to nutrient loading indicated generation of nutrient pollution from agricultural area including upland and paddy rice field higher than other land use type resulting from fertilizer application. Overall PEST program is useful tool to calibrate HSPF automatically without consuming time and efforts.