• Title/Summary/Keyword: drainage discharge

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Water Quality Improvement Using a Contact Oxidation Canal with Sedimentation Basin (침전접촉산화수로를 이용한 수질 개선)

  • Kim, Won-Jang;Park, Sang-Hyun;Kim, Hyung-Joong;Kim, Tae-Kyun
    • Korean Journal of Environmental Agriculture
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    • v.20 no.3
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    • pp.143-149
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    • 2001
  • A contact oxidation canal system with sedimentation basin was installed to study the efficiency of water quality purification. The primary sedimentation basin with 60 min of HRT (Hydraulic Retention Time) included in the system was aimed to sediment pollutants in the water and the deposit being released by the drainage culvert located at the bottom of the system. The oxidation canal aerated by nozzle was to contact the pollutants and oxygen in the surface of plastic filter to purify the water. Discharge, HRT, length of the oxidation canal were $200\;m^3/day$, 90 min, 20 m, respectively. The treatment efficiency of total nitrogen was lower compared with other water quality items such as SS, BOD, TP because the anoxic condition for denitrification was not ensured after the oxidation canal. However, $25%{\sim}89.6%$ of SS, $75.0%{\sim}91.5%$ of BOD, $44.3%{\sim}95.3%$ of TP were removed in this system. Overall, the results indicates that this system appears to have a potential capability for water quality improvement of the reservoirs or the canals in the agricultural watershed.

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Analysis on Channel Morphology and Rock Resistance by Difference of Bedrock Types between Upper and Lower Reach (상.하류의 기반암 차이에 따른 하천의 형태와 암석의 저항력 분석)

  • Lee, Gwang-Ryul
    • Journal of the Korean Geographical Society
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    • v.42 no.1 s.118
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    • pp.27-40
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    • 2007
  • The streams evolve to diverse forms influenced by various factors such as rock resistance tectonic process, sediments and discharge. This study focuses on erosion resistance of rocks among these factors. The morphology of plane and longitudinal profile has been analysed in upper and lower reach of 6 streams using GIS; Yeoryong-cheon, Heungjeong-cheon, Duhak-cheon, Daehwa-cheon, Namcheon-cheon, Guryong-cheon, having distinct bedrock types between upper and lower reach. While the basins of granite have gentle slope, low concavity and wide valley area, those of gneiss form steep slope, high concavity and narrow valley area. However, the basins of sedimentary rock make steep slope and high relief in main channel, the other features show some differences in each stream. Among the various morphological features, the indices on slope and concavity of main channel, drainage density, ratio of valley area, average slope and average relief of the basin which have clear differences between rocks in upper and lower reach are calculated to interpret the erosion resistance of rocks in upper and lower reach. As a result, the upper reaches composed of gneiss have the highest erosion resistance, sedimentary rocks in upper and lower reaches show moderate resistance, and granite reaches generally have the lowest resistance except the upper reaches bordered by sedimentary rock.

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.

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.

Ancient Dujiangyan Irrigation System and Geographical Conditions in the Western Part of Sichuan Basin in China (중국(中國) 사천분지(四川盆地) 서부(西部)의 고대(古代) 관개시설(灌漑施設)과 지역적(地域的) 여건(與件) - 도강언(都江堰)의 경우 -)

  • Lee, Joon-Sun
    • Journal of the Korean association of regional geographers
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    • v.8 no.1
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    • pp.65-82
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    • 2002
  • This study tries to examine the characteristics of the ancient Dujiangyan Irrigation System and geographical conditions in the western part of Sichuan Basin in China. The Dujiangyan System constructed in the third century B.C is located at the mouth of gorge of the River Mi. This spot shows that its altitude above sea level is higher than that of the three other rivers in this district. Also, this river reaches the maximum discharge. These facts reveal the spot has the great potentiality as an ideal location for man-made channels. Li Bing realized the "three magical projects": Yuzui and Jinggang Dyke(a water dividing dyke), Baopingkou(a water inlet), and Feishayan(a spillway). The dyke divided the River Min into two parts. The inner river is connected to the Baopingkou. And the Feishayan discharges flood and silt from the inner river to the outer. These projects have composed a scientific irrigation and drainage network. Finally, in the Chengdu Plain were digged a dozen channels for irrigation. Some of them are connected eastward to the River Bu. Since then the Dujiangyan System has been bring great benefits to agricultural production. This resulted in the population increase and establishment of new counties which have made the plain a "Land of Abundance".

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Analysis of Flow Duration and Estimation of Increased Groundwater Quantity Due to Groundwater Dam Construction (지하댐 건설로 인한 지하수 증가량 계산 및 유황 분석)

  • Kim, Jong-Tae;Kim, Gyoo-Bum;Chung, Il-Moon;Jeong, Gyo-Cheol
    • The Journal of Engineering Geology
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    • v.24 no.1
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    • pp.91-98
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    • 2014
  • This paper aims to calculate the increase in groundwater quantity following groundwater dam construction, and to assess its impact on surface water. In the study area of Osib-cheon, Yeongdeok, we estimated groundwater quantity, groundwater level, and effective porosity, and examined surface water fluctuations with respect to the increased groundwater quantity based on the flow duration. The results reveal that the increased groundwater quantity was at most $91,746m^3$ in the total drainage basin of the groundwater dam, and the reduced groundwater quantity was at most $11,259m^3$ in the lower zone of the groundwater dam. Therefore, the total groundwater resources secured was $80,487m^3$ and the decrease in groundwater quantity was just 12.27% of the amount of increase. There were changes in discharge rate by up to $3.00{\times}10^{-2}m^3/s$, as deduced from an analysis offlow duration as a result of groundwater dam construction. The overall difference between before and after construction of the dam was almost insignificant compared with the previous dam. The present results indicate that dammed groundwater can serve as an alternative water resource with sufficient quantity.

Ecology of Marssonina Blotch Caused by Diplocarpon mali on Apple Tree in Kyungpook, Korea (사과나무 갈색무늬병의 발생생태)

  • Kim, Dong-Ah;Lee, Soon-Won;Lee, Joon-Tak
    • Current Research on Agriculture and Life Sciences
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    • v.16
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    • pp.84-95
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    • 1998
  • Apple Marssonina blotch, caused by Diplocarpon mali, which has been increasing on apple trees and become one of the most serious diseases on apple trees in Korea since the begining of 1990's. In this study, ecology of Marssonina blotch including disease incidence and spore dispersals was surveyed from 1992 to 1995 in Kyungpook, and factors influencing the incidence of the disease were analyzed. Marssonina blotch began to occur on apple leaves in June and was observed commonly in most of apple orchards after August, and increased rapidly in September. The incidence of this disease was high at the year of low temperature and a lot of precipitation. The conidia discharge began to occur in May and continued to October, and the peak period of spore release was in August and usually more than 70% of total spore release of the year released from August to September. The incidence of the disease was high in the northern and mountain are as such as Yeongjoo, Chungsong, Andong, and relatively low in the southern areas such as Kunwi, Yongchon. Jonathan cultivar was the most susceptible to Marssonina blotch, and Jonagold, Sekaiichi was secondly susceptible and the next Fuji was more susceptible than Tsugaru. The incidence of the disease was relatively high in orchards which cultivation management of irrigation, drainage, air circulation, fertilization, and fungicide spraying were poor.

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A Case of Congenital Lacrimal Ductule Fistula on Lateral Skin to the Right Upper Eyelid (우측 윗눈꺼풀 외측 피부에서 발견된 선천 눈물샘소관 샛길 1예)

  • Han, Ga Hee;Chung, In Kwon;Lee, Do Hyung;Kim, Jin Hyoung;Seo, Ji Won
    • Journal of The Korean Ophthalmological Society
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    • v.59 no.12
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    • pp.1181-1184
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    • 2018
  • Purpose: To present a rare case of tear drainage since birth from a lacrimal ductule fistula, which is the first report in the Republic of Korea. Case summary: A 3-month-old female who presented with discharge of clear fluid from a small skin opening lateral to the right upper eyelid since birth visited the outpatient clinic. The patient was healthy and was receiving no medication. She was born on gestation age 35 weeks and 3 days. No other specific history or other ophthalmic abnormality was found. On examination, a small skin orifice approximately 2 mm diameter and no sign of infection or discoloration was observed. To relieve this symptom, the patient underwent a fistulectomy under general anesthesia. Histopathological examination of the surgical specimen was performed. The patient's symptom subsided postoperatively without recurrence. Conclusions: This is the first report in the Republic of Korea of tears draining from a lacrimal ductule fistula since birth and the subsequent clinical treatment procedures.

Risk Factors and Preoperative Risk Scoring System for Shunt-Dependent Hydrocephalus Following Aneurysmal Subarachnoid Hemorrhage

  • Kim, Joo Hyun;Kim, Jae Hoon;Kang, Hee In;Kim, Deok Ryeong;Moon, Byung Gwan;Kim, Joo Seung
    • Journal of Korean Neurosurgical Society
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    • v.62 no.6
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    • pp.643-648
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    • 2019
  • Objective : Shunt-dependent hydrocephalus (SdHCP) is a well-known complication of aneurysmal subarachnoid hemorrhage (SAH). The risk factors for SdHCP have been widely investigated, but few risk scoring systems have been established to predict SdHCP. This study was performed to investigate the risk factors for SdHCP and devise a risk scoring system for use before aneurysm obliteration. Methods : We reviewed the data of 301 consecutive patients who underwent aneurysm obliteration following SAH from September 2007 to December 2016. The exclusion criteria for this study were previous aneurysm obliteration, previous major cerebral infarction, the presence of a cavum septum pellucidum, a midline shift of >10 mm on initial computed tomography (CT), and in-hospital mortality. We finally recruited 254 patients and analyzed the following data according to the presence or absence of SdHCP : age, sex, history of hypertension and diabetes mellitus, Hunt-Hess grade, Fisher grade, aneurysm size and location, type of treatment, bicaudate index on initial CT, intraventricular hemorrhage, cerebrospinal fluid drainage, vasospasm, and modified Rankin scale score at discharge. Results : In the multivariate analysis, acute HCP (bicaudate index of ${\geq}0.2$) (odds ratio [OR], 6.749; 95% confidence interval [CI], 2.843-16.021; p=0.000), Fisher grade of 4 (OR, 4.108; 95% CI, 1.044-16.169; p=0.043), and an age of ${\geq}50years$ (OR, 3.938; 95% CI, 1.375-11.275; p=0.011) were significantly associated with the occurrence of SdHCP. The risk scoring system using above parameters of acute HCP, Fisher grade, and age (AFA score) assigned 1 point to each (total score of 0-3 points). SdHCP occurred in 4.3% of patients with a score of 0, 8.5% with a score of 1, 25.5% with a score of 2, and 61.7% with a score of 3 (p=0.000). In the receiver operating characteristic curve analysis, the area under the curve (AUC) for the risk scoring system was 0.820 (p=0.080; 95% CI, 0.750-0.890). In the internal validation of the risk scoring system, the score reliably predicted SdHCP (AUC, 0.895; p=0.000; 95% CI, 0.847-0.943). Conclusion : Our results suggest that the herein-described AFA score is a useful tool for predicting SdHCP before aneurysm obliteration. Prospective validation is needed.

Analysis of the Discharge Characteristics of Non-point Pollutants from the Interception Facilities according to Rainfall Conditions (강우조건에 따른 차집시설에서의 비점오염물질 유출특성분석)

  • Lin, Zi-Yu;Eun, Beomjin;Heo, Jeong Sook;Choi, I Song;Oh, Jong-Min
    • Journal of Environmental Impact Assessment
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    • v.31 no.1
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    • pp.1-10
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    • 2022
  • This study was carried out to understand the water quality characteristics of the initial stormwater runoff and the origin of soluble pollutants according to various rainfall conditions from a non-point source reducing facility. The water sample from this study was collected among 10 collection facilities in the G-drainage area. Specifically, five of the collection points including #1, #5, #8, #9, and #10 were reported with unknown water inflow even during non-rain conditions. The leakage characteristics of non-point pollutants from the collection facilities were then able to identify accordingly. The water quality characteristics of the stormwater runoff from the collection facilities were strongly affected by the amounts of rainfalls. The average concentrations of EC, BOD, TOC, and TN during non-rain were found to be higher than their concentrations during rain; on the other hand, the average concentrations of DO were found to be lower than its concentrations during rain. In addition, the distribution of organic components existing in the effluent of collection facilities were identified based on the dissolved organic matter analysis. In summary, the stormwater runoff was highly affected by pollutants flowing from the surrounding environment, and the amounts of hard-to-decompose humic substances were greatly increased in the collection facilities due to rain.