• Title/Summary/Keyword: Drainage System

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Identification of Major Fungi and Bacterial Species in Solid Medium Drainage for Circulating Hydroponics System (수경재배 배액 재이용을 위한 주요 곰팡이 및 박테리아 종 파악)

  • Lee, Donggwan;Son, Jinkwan;Kang, Taegyeong;Jang, Jaekyung;Park, Minjung;Lee, Taeseok;Lim, Ryugap
    • Journal of Environmental Science International
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    • v.29 no.11
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    • pp.1109-1123
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    • 2020
  • In this study, the amount of harmful fungi and bacteria contained in the drainage and culture medium from the paprika hydroponic facility is identified. In addition, by proposing the necessity of effective purification of discharged drainage, this study attempted to confirm the possibility of drainage reuse. Finally, this study provides basic data on the basis for calculating the need for purification facilities in the future, as well as improvements in horticulture facility for sustainable agriculture. As a result of the analysis, a total of 12 types of fungi were detected in paprika medium and 10 types of fungi were detected in the drainage, and their densities were 130 and 68, respectively. Among the fungi detected in the media and drainage of the paprika hydroponic facility, the fungi with the highest detection frequency are Fusarium, Phytophthora, and Pythium. In the case of bacteria, a total of 2 types of bacteria were detected in the paprika facilities, and the density was 28 and 23, respectively. Therefore, in order to reuse the drainage and settle the circulating hydroponic cultivation system, a water treatment process capable of appropriate treatment is required.

Case Study on defects of Tunnel Drainage in Subway (지하철의 터널 배수체계에 따른 결함 사레)

  • Kim Suk-Cho;Lee Jae-Uk;Cho Sung-Woo;Shin Yong-Suk
    • 한국터널공학회:학술대회논문집
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    • 2005.04a
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    • pp.292-298
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    • 2005
  • Tunnel in subway should be designed as a water-proof type tunnel as much as possible but it is difficult to make it come true due to several facts, such as construction technique and cost. A drainage type tunnel as a substitute of a water-proof tunnel lead to the increase of water pressure on the concrete lining that make bad effect to tunnel structure when it has some problem to operate the drainage system. Throughout studying about cases on defects of tunnel drainage in subway We hope it contributes to tunnel maintenance.

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Optimal Location of Best Management Practices for Storm Water Runoff Reduction (우수유출저감 시설의 최적위치 결정)

  • Jang, Su Hyung;Lee, Jiho;Yoo, Chulsang;Han, Suhee;Kim, Sangdan
    • Journal of Korean Society on Water Environment
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    • v.24 no.2
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    • pp.180-184
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    • 2008
  • A distributed hydrologic model of an urban drainage area on Bugok drainage area in Oncheon stream was developed and combined with a optimization method to determine the optimal location and number of best management practices (BMPs) for storm water runoff reduction. This model is based on the SCS-CN method and integrated with a distributed hydrologic network model of the drainage area using system of 4,211 hydrologic response units (HRUs). Optimal location is found by locating HRU combination that leads to a maximum reduction in peak flow at the drainage outlet in this model. The results of this study indicate the optimal locations and numbers of BMPs, however, for more exact application of this model, project cost and SCS-CN reduction rate of structural facilities such infiltration trench and pervious pavement will have to be considered.

Modeling of Time Series for Irrigation and Drainage Networks System (관개배수 네트워크 시스템 구축을 위한 시계열자료의 모형화)

  • Kim, Seong-Won
    • Proceedings of the Korea Water Resources Association Conference
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    • 2010.05a
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    • pp.1645-1648
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    • 2010
  • The goal of this research is to apply the neural networks model for the disaggregation of the pan evaporation (PE) data, Republic of Korea. The neural networks model consists of recurrent neural networks model (RNNM). The disaggregation means that the yearly PE data divides into the monthly PE data. And, for the performances of the neural networks model, it is composed of training and test performances, respectively. The training and test performances consist of the historic, the generated, and the mixed data, respectively. From this research, we evaluate the impact of RNNM for the disaggregation of the nonlinear time series data. We should, furthermore, construct the credible data of the monthly PE from the disaggregation of the yearly PE data, and can suggest the methodology for the irrigation and drainage networks system.

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Effects of Manual Lymph Drainage on the Activity of Sympathetic Nervous System, Anxiety, Pain, and Pressure Pain Threshold in Subjects with Psychological Stress

  • Kim, Sung-Joong
    • The Journal of Korean Physical Therapy
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    • v.26 no.6
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    • pp.391-397
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    • 2014
  • Purpose: The aim of this study was to investigate the effects of manual lymph drainage (MLD) on the activity of sympathetic nervous system, anxiety, pain and pressure pain threshold in subjects with psychological stress. Methods: Twenty-nine subjects with psychological stress were randomly assigned to experimental (MLD) and control (rest) groups. This study was performed as a controlled, randomized study using spectral analysis of electrocardiographic (ECG) activities, the State-Trait Anxiety Inventory (STAI), Visual Analogue Scale (VAS) and Pressure Pain Threshold (PPT). Results: Heart rate variability differed significantly between the experimental and control groups (p<0.05). Anxiety and pain showed positive change in both group but it were not showed statically differences. The pressure pain threshold in the upper trapezius muscle was increased in the experimental group (p<0.05). Conclusion: These findings indicate that the application of MLD was effective in reducing the activity of the sympathetic nervous system, anxiety, pain, and increasing the PPT.

Uplift Pressure Removal System in Underground Structure by Utilizing Geocomposite System (지오컴포지트를 이용한 양압력 제거공법)

  • Shin, Eun-Chul;Kim, Jong-In;Park, Jeong-Jun
    • Journal of the Korean Geotechnical Society
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    • v.22 no.9
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    • pp.61-68
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    • 2006
  • Recently the large scale civil engineering projects are being implemented by reclaiming the sea or utilizing seashore and river embankment areas. The reclaimed land and utilized seashore are mostly soft ground that doesn't have sufficient bearing capacity. This soft ground consists of fine-grained soil such as clayey and silty soils or large void soil like peat or loose sand. It has high ground water table and it may cause the failure and crock of building foundation by uplift pressure and ground water leakage. In this study, the permittivity and the transmissivity were evaluated with the applied normal pressure in the laboratory. The laboratory model tests were conducted by utilizing geocomposite drainage system for draining the water out to release the uplift pressure. The soil used in the laboratory drainage test was dredged soil from the reclaimed land where uplift pressure problems can arise in soil condition. Geocomposite drainage system was installed at the bottom of apparatus and dredged soil was layered with compaction. Subsequently the water pressure was supplied from the top of specimen and the quantities of drainage and the pore water pressure were measured at each step water pressure. The results of laboratory measurements were compared with theoretical values. For the evaluation of propriety of laboratory drainage test, 2-D finite elements analysis that can analyze the distribution and the transferring of pore water pressure was conducted and compared with laboratory test results.

Drainage Simulation in Fourdrinier Paper Machine (장망초지기에서 탈수 시뮬레이션)

  • 김용식;원종명
    • Journal of Korea Technical Association of The Pulp and Paper Industry
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    • v.32 no.3
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    • pp.10-17
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    • 2000
  • The MDDA(Modified Dynamic Drainage Analyzer) was developed to evaluate the drainage at hydrofoil table roll and low vacuum devices on fourdrinier paper machine MB-former. Comparison of the results was obtained using a computer simulation system based on Taylor's equation and filtration equation and by measuring the consistency profile in a paper machine presented an agreement within 10.7% This device can evaluate the dewatering pro-file on wire for various stock properties adjust dewatering devices on fourdrinier paper machine and control the dosage of retention aids for improving paper structural properties and runnability of papermachine.

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Development and Application of Integrated Evaluation Index of Rainwater Drainage System based on the Life Cycle Assessment (LCA를 고려한 우수배제시스템 통합평가지표의 개발과 적용)

  • Ahn, Jungkyu;Park, Sung Won;Kim, Yong In
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.20 no.7
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    • pp.1-7
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    • 2019
  • To overcome the limitations of existing rainwater drainage systems, we compared and analyzed a newly developed eco-friendly channel-type rainwater drainage system. We also developed an integrated evaluation index to quantify the improvement of the new system. The concept of Life Cycle Assessment (LCA) was applied to calculate and compare the costs of each process and to develop the integrated evaluation index, which considers the carbon emissions by each process. As a result, the cost was reduced by 53% overall compared to an O-type system and by 63% compared to a U-type system. In addition, when applying the integrated evaluation index, the new system was evaluated to be over 80% in the four processes compared to the existing systems. When applying the evaluation index to sites in Anyang and Incheon, the new system was improved by 35-100% compared to existing systems.

Effects of Soil Percolation Rate by Different Drainage Treatments on CH4 and N2O Emissions from Paddy Field (배수 개선처리에 따른 토양 투수속도 변화가 논에서 CH4 및 N2O 배출에 미치는 영향)

  • Ko, Jee-Yeon;Lee, Jae-Saeng;Jung, Ki-Yeol;Choi, Young Dae;Lee, Dong-Wook;Yun, Eul-Soo;Kim, Choon-Shik;Park, Seong-Tae
    • Korean Journal of Soil Science and Fertilizer
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    • v.40 no.3
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    • pp.214-220
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    • 2007
  • The effects of soil percolation rate on $CH_4$ and $N_2O$ emissions were investigated from paddy fields with different drainage systems. Subsurface tile drainage plot of soil percolation rate $11.9mm\;d^{-1}$ and non-subsurface drainage plots of soil percolation rate $7.4mm\;d^{-1}$ and $6.9mm\;d^{-1}$ were designed. The effects of rice straw application were measured at each drainage plots. The subsurface tile drainage plot of soil percolation rate $11.9mm\;d^{-1}$ showed the lower emission amount both of $CH_4$ and $N_2O$ among treatments. In the subsurface tile drainage plot of $11.9mm\;d^{-1}$ percolation rate, 46% of $CH_4$ and 33% of $N_2O$ emission amounts were reduced in comparison of non-subsurface drainage plot of $6.9mm\;d^{-1}$ percolation rate. With rice straw application, the $CH_4$ emission amount was 2.1 times to that from no-applied plot, the $N_2O$ emission amount was not affected by rice straw application.

A Study on Real-Time Operation Method of Urban Drainage System using Data-Driven Estimation (실시간 자료지향형 예측을 활용한 내배수 시설 운영기법 연구)

  • Son, Ahlong;Kim, Byunghyun;Han, Kunyeun
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.37 no.6
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    • pp.949-963
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    • 2017
  • This study present an efficient way of operating drainage pump station as part of nonstructural measures for reducing urban flood damage. The water level in the drainage pump station was forecast using Neuro-Fuzzy and then operation rule of the drainage pump station was determined applying the genetic algorithm method based on the predicted inner water level. In order to reflect the topographical characteristics of the drainage area when constructing the Neuro-Fuzzy model, the model considering spatial parameters was developed. Also, the model was applied a penalty type of genetic algorithm so as to prevent repeated stops and operations while lowering my highest water level. The applicability of the development model for the five drainage pump stations in the Mapo drainage area was verified. It is considered to be able to effectively manage urban drainage facilities in the development of these operating rules.