• Title/Summary/Keyword: Water environmental

Search Result 19,113, Processing Time 0.039 seconds

Sustainability Evaluation of Western Nakdong River Basin by the Systems Ecology (시스템 생태학적 접근법에 의한 서낙동강 유역의 지속성 평가)

  • Kim, Jin Lee;Park, Bae Kyung;Lee, Su Woong;Rhew, Doug Hee
    • Journal of Korean Society on Water Environment
    • /
    • v.26 no.3
    • /
    • pp.439-445
    • /
    • 2010
  • An emergy analysis of the main energy flows driving the economy of humans and life support systems consists of environmental energies, fuels, and imports, all expressed as solar emjoules. Total emergy use (371 E20 sej/yr) of the Western Nakdong River Basin is 97 per cent from imported sources, fuels and goods and services. Emergy flows from the environment such as rain and geological uplift flux accounted for only 2.9 percent of total emergy use. Emergy yield ratio and environment loading ratio were 1.03 and 33.27, respectively. Emergy sustainability index, a ratio of emergy yield ratio to environment loading ratio, is therefore less than one, which is indicative of highly developed consumer oriented economies. It is necessary for an efficient management of Western Nakdong River Basin to reduce pollution load basically and to restructure economic activities into an environmental friendly industrial structure depending on renewable energy and resources.

The Corrosion Effect of the Water Pipelines in Buildings according to Drinking Water Quality (수돗물 수질에 따른 옥내급수관 부식에 미치는 영향분석)

  • Yu, Soon-Ju;Park, Su-Jeong;Ahn, Kyung-Hee;Kim, Hyun-Gu;Kim, Chang-Soo;Jung, Il-Rock;Park, Young-Bok
    • Journal of Korean Society on Water Environment
    • /
    • v.24 no.6
    • /
    • pp.701-708
    • /
    • 2008
  • As a countermeasure for reduction of corrosion in the delivery and distribution pipes used for tap water, materials for the pipelines in-houses and the effect of water quality on corrosivity of water pipelines were investigated in the distribution system of Han river. As the corrosion index at 6 water purification facilities of Han river, average Langelier Saturation Index (LI) of raw and finished water were -1.0 and -1.4 respectively and average Larson Index (LR) were 9.5 and 9.9, respectively. And also corrosion potential showed corrosivity in finished water (-431~-462 mV) as well as raw water (-426~-447 mV). This results indicate that tap water quality of han river have corrosivity. To understand the corrosivity effect in pipe material used for premise distribution system, water quality of stagnant tap water and tap water were analyzed and the differences between them were calculated. The difference concentration of iron, copper and zinc were $12.9{\mu}g/L$, $31.0{\mu}g/L$ and $45.0{\mu}g/L$ respectively in galvanized steel pipe for use more than 15 years and showed highest concentration. As a result, the control to corrosivity in the water pipelines, corrosivity control treatment in the water purification system can be applied. In advance it is necessary to monitor corrosivity of water quality using corrosive index because corrosivity may differ from the seasonal and regional characteristics and water chemicals dosage. For the future the guideline for corrosion index have to be established.

Development of a Stream Water Quality Model (QUAL-NIER) for the Management of Total Maximum Daily Loads (수질오염총량관리를 위한 하천수질모델(QUAL-NIER) 개발)

  • Park, Jun Dae;Shin, Dong Seok;Kim, Moon Sook;Kong, Dong Soo;Rhew, Doug Hee;Jung, Dong-Il;Na, Eun Hye
    • Journal of Korean Society on Water Environment
    • /
    • v.24 no.6
    • /
    • pp.784-792
    • /
    • 2008
  • Greater focus must be placed on ensuring that the water quality model (WQM) reflects the objective of its application and the characteristics of the water environment properly before it is selected. In the development or application of WQM, various factors influencing the model predictions should be reviewed so that it can perform more properly and reasonably based on scientific theory. This study reviewed the characteristic of existing WQM and the domestic river environment to find the requirements of the model application for TMDLs management in Korea. In this study, a water quality model, QUAL-NIER, was developed based on the USEPA's QUAL2E. The core structure and reaction scheme of the model was established followed by the formulation of equations according to the scheme with some supplements on the reaction mechanisms which are necessary for domestic rivers. Algorithms on the equations were set up and programmed to form a computer-based model. The developed model, QUAL-NIER was applied to the main stem of the Nakdong river. The model was calibrated and verified to data measured in 2004. The model results displayed good agrement with the field measurements for both calibration and verification. From this study, it was concluded that the developed QUAL-NIER model was very powerful with regard to the water quality simulation in domestic rivers.

A Study of Water Quality characteristic of Natural Mineral Water - In Chonnam Area - (藥水 수질 特性에 관한 연구 -전남지역을 중심으로-)

  • kim, I.S.;Ha, H.;Seo, W.S.;Bae, J. S.;Mun, H.;Park, C.U.;Oh, E.H.;Lee, S.Y.;Kim, M.H.
    • Journal of Environmental Health Sciences
    • /
    • v.24 no.1
    • /
    • pp.87-97
    • /
    • 1998
  • This study was performed to investigate the Natural mineral water quality at 47 sites in Chonnam area, samples were collected spring, summer, fall, winter for a seasonal variation in 1996. The results obtained were summarized as follows 1. The mean of F, pH, HCO$_3$, NO$_3$ -N were 0.19 mg/l, 6. 9, 34.99 mg/l, 1.40 mg/l and those of Na, K, Ca, Mg were 12.1 mg/l, 1.2 mg/l, 7.7 mg/l, 2.1 mg/l respectively. 2. The contents of F were reasonable at Multonggol as 1.35 mg/l and Yongbayui as 0.57 mg/l respectively, but there is no detected at Sidong and detected below 0.1 mg/l at Gubongsan, Hansansa area. 3. According to the geological effect, the content of F was showed higher in granite than in tuff, and index of pH was higher in tuff than in andesite, and content of HCO$_3$ was higher in andesite than in granite. 4. The K and O values were used as index of healthy and delicious water. As a result, thirtyfive sites(74.5%) was decided as healthy and delicious water. 5. The contents of NO$_3$-N were detected over 5 mg/l at Sukchonsa, Gajanggol, Yudalsan, Muchang, Kisan.

  • PDF

Quantitative Estimation of Nonpoint Source Load by BASINS/HSPF (BASINS/HSPF 모형을 활용한 비점오염부하의 정량적 평가)

  • Lee, Jae-Woon;Kwon, Hun-Gak;Yi, Youn-Jeong;Yoon, Jong-Su;Han, Kun-Yeun;Cheon, Se-Uk
    • Journal of Environmental Science International
    • /
    • v.21 no.8
    • /
    • pp.965-975
    • /
    • 2012
  • Loading of NPS pollutant was valued through simulation by using BASINS/HSPF model which can simulate runoff volume in rainfall by time. For the verification of the model, it was analyzed the scatter diagram of the simulation value and measure value of water quality and runoff volume in Dongcheon estuary. Using the built model, a study on the time-variant characteristics of runoff and water quality was simulated by being classified into four cases. The result showed the simulation value was nearly same as that of the measured runoff. In the result of fit level test for measured value and simulated value, correlation of runoff volume was computed high by average 0.86 and in the water quality items, fit level of simulation and measurements was high by BOD 0.82, T-N 0.85 and T-P 0.79.

Applicable Water Quality Indicators for Watershed Management (수질오염총량관리를 위한 관리대상물질)

  • Park, Jae Hong;Oh, Seung Young;Park, Bae Kyoung;Kong, Dong Soo;Rhew, Doug Hee;Jung, Dong Il
    • Journal of Korean Society on Water Environment
    • /
    • v.22 no.6
    • /
    • pp.1004-1013
    • /
    • 2006
  • To effective a watershed management, it is necessary to have one or more quantitative measures that can be used to evaluate the relationship between pollutant sources and their impact on water quality. Such measurable quantities are termed indicators. Once an indicator has been selected, a target value for that indicator must be established that seek to distinguish between the impaired and unimpaired state of the waterbody. Various factors will be considered for the selection of an appropriate watershed management indicator. For example, available data, application, management conditions, cost, etc. This paper lists various factors that should be addressed in choosing a watershed management indicators and investigates applicable indicators during watershed management period.

Estimation of Nonpoint Discharge Coefficient for the Management of Total Maximum Daily Load - Rainfall Discharge Ratio on the Specific Design Flow (수질오염총량관리를 위한 비점배출계수 산정 - 특정 기준유량 시기의 강우배출비)

  • Park, Jundae;Park, Juhyun;Rhew, Doughee;Jeong, Dongil
    • Journal of Korean Society on Water Environment
    • /
    • v.24 no.4
    • /
    • pp.452-457
    • /
    • 2008
  • Nonpoint source (NPS) pollution is caused by rainfall moving over and through the ground. As the runoff moves, it picks up and carries away various pollutants from NPS. The discharge pattern of NPS pollutant loads is affected by the distribution of the rainfall during the year. This study analysed relationship between the rainfall event and the stream flow rate, and estimated the rainfall discharge ratio on the specific design flow which can be used as nonpoint discharge coefficient for the estimation of NPS pollution load. It is considered that nonpoint discharge coefficient can be effectively used for the calculation of NPS pollution load at the time of water quality modelling for the management of Total maximum daily load (TMDL).

Water Quality Prediction and Forecast of Pollution Source in Milyanggang Mid-watershed each Reduction Scenario (밀양강 중권역 오염부하 전망 및 삭감 시나리오별 하류 수질예측)

  • Yu, Jae-Jeong;Yoon, Young-Sam;Shin, Suk-Ho;Kwon, Hun-Gak;Yoon, Jong-Su;Jeon, Young-In;Kang, Doo-Kee;Kal, Byung-Seok
    • Journal of Environmental Science International
    • /
    • v.20 no.5
    • /
    • pp.589-598
    • /
    • 2011
  • Milyanggang mid-watershed is located in downstream of Nakdong river basin. The pollutants from that watershed have an direct effect on Nakdong river water quality and it's control is important to manage a water quality of Nakdong river. A target year of Milyanggang mid-watershed water environment management plan is 2013. To predict a water quality at downstream of Milyang river, we have investigated and forecasted the pollutant source and it's loading. There are some plan to construction the sewage treatment plants to improve the water quality of Milyang river. Those are considered on predicting water quality. As results, it is shown that the population of Milyanggang mid-watershed is 131,857 and sewerage supply rate is 62.2% and the livestock is 1,775.300 in 2006. It is estimated that the population is 123,921, the sewerage supply rate is 75.5% in 2013. The generated loading of BOD and TP is 40,735 kg/day and 2,872 kg/day in 2006 and discharged loading is 11,818 kg/day and 722 kg/day in 2006 respectively. Discharged loadings were forecasted upward 1.0% of BOD and downward 2.7% of TP by 2013. The results of water quality prediction of Milyanggang 3 site were 1.6 mg/L of BOD and 0.120 mg/L of TP in 2013. It is over the target water quality at that site in 2015 about 6.7% and 20.0% respectively. Consequently, there need another counterplan to reduce the pollutants in that mid-watershed by 2015.

An Assessment of Urban Water Cycle in Changwon-si Using GIS-based Water Cycle Area Ratio (GIS 기반의 물순환 면적률을 활용한 창원시 도심지역의 물순환성 평가)

  • Song, Bonggeun;Park, Kyunghun;Lee, Taeksoon
    • Journal of Environmental Impact Assessment
    • /
    • v.22 no.5
    • /
    • pp.397-408
    • /
    • 2013
  • The purpose of this study is to analyze water cycle area ratio and spatial evaluation of water cycle in urban area of Changwon-si, Gyeongsangnam-do. Water cycle area ratio are analyzed by using spatial data of land-cover and land-use, and Hot spot analysis of GIS program was used for spatial evaluation of water cycle. The results are as below. Firstly, the high water cycle area ratio areas were forests, parks, and rivers, but urban areas covered asphalt and concrete were low under 40%. Public institutions and co-residential of urban areas were higher than others because of high area ratio of pervious land-cover. Spatial evaluation of water cycle was analyzed to vulnerable areas there are dense residential and commercial area. These areas are really occurring frequently flooding and immersion, therefore, is required water management facilities and improvement of land-cover from impervious to pervious. In the future, it will require additionally analysis of water cycle area ratio supplemented data of water management facility and ground water.

Patterns and Trends of Water Level and Water Quality at the Namgang Junction in the Nakdong River Based on Hourly Measurement Time Series Data (낙동강 남강 합류부 수위와 수질 패턴 및 추세)

  • Yang, Deuk Seok;Im, Teo Hyo;Lee, In Jung;Jung, Kang Young;Kim, Gyeong Hoon;Kwon, Heon Gak;Yoo, Je-Chul;Ahn, Jung Min
    • Journal of Environmental Science International
    • /
    • v.27 no.2
    • /
    • pp.63-74
    • /
    • 2018
  • As part of the Four Major Rivers Restoration Project, multifunctional weirs have been constructed in the rivers and operated for river-level management. As the weirs play a role in draining water from tributaries, the aim of this study was to determine the influence of the weirs on the water level of the Nam River, which is one of the Nakdong River's tributaries. Self-organizing maps (SOMs) and a locally weighted scatterplot smoothing (LOWESS) technique were applied to analyze the patterns and trends of water level and quality of the Nakdong River, considering the operation of the Changnyeong-Haman weir, which is located where the Nam River flows into the Nakdong River. The software program HEC-RAS was used to find the boundary points where the water is well drained. Per the study results at the monitoring points ranging between the junction of the two rivers and 17.5 km upstream toward the Nam River, the multifunctional weir influenced the water level at the Geoyrong and Daesan observation stations on the Nam River and the water quality based on automatic monitoring at the Chilseo station on the Nakdong River was affected strongly by the Nakdong River and partly by the Nam River.