• Title/Summary/Keyword: Discharge limit

Search Result 180, Processing Time 0.033 seconds

A Study on Port Terminal Operator's Liability under Rotterdam Rules (로테르담규칙상 항만터미널운영자에 관한 연구 - 히말라야조항의 적용과 관련하여 -)

  • Song, Soo Ryun;Min, Joo Hee
    • THE INTERNATIONAL COMMERCE & LAW REVIEW
    • /
    • v.58
    • /
    • pp.127-148
    • /
    • 2013
  • The Rotterdam Rules provide that port terminal operator may avoid or limit their liability for cargo loss, damage or delay in delivery or breach of any other obligation under the Rules by invoking the provisions that may provide a defence for, or limit the liability of, the carrier. Consequently the port terminal operator who are involved in the provision of maritime services may avoid or limit their liability for cargo loss, damage or delay in delivery or breach of any other obligation under the Rules. The port terminal operator to be applied for the Himalaya clause under the Rules must show that it has the requisite link with a Contracting State. In addition, the port terminal operator performs service to the period of time between the arrival of the goods at the port of loading and their departure from the port of discharge. The port terminal operator's liability for breaches of its obligation is limited to 875 SDR per package or other shipping units, or 3 SDR per kilogram of the gross weight of the goods. In addition, compensation for delay shall be limited to an amount equivalent to two and one-half times the fright payable on the goods delayed.

  • PDF

Implementation of the Calculation Method for 95% Upper Limit of Effluent Water Quality of Sewage Treatment Plant for Total Maximum Daily Loads : Percentile Ranking Method (수질오염총량관리를 위한 환경기초시설 배출수질의 통계적 평가방법 개선 : 선형보간법의 백분위수방법)

  • Park, Jae Hong;Kim, Dong Woo;Oh, Seung-Young;Rhew, Doug Hee;Jung, Dong Il
    • Journal of Korean Society on Water Environment
    • /
    • v.24 no.6
    • /
    • pp.676-681
    • /
    • 2008
  • The evaluation of the effluent water quality of sewage treatment plant is one of the most important factor in calculating total maximum daily loads (TMDLs). Current method to calculate 95% upper limit of effluent water quality of sewage treatment plant assuming normal distribution of data needs to be implemented in case of non-normal distribution. We have investigated the applicability of percentile ranking method as a non-parametric statistical analysis in case of non-normal distribution of data.

A Study on High Performance Operation of Hybrid Energy Recovery Drive System for Piezoelectric Pump (피에조 펌프 구동용 에너지 회수형 하이브리드 구동장치 고성능 운전에 관한 연구)

  • Hong, Sun-Ki;Lee, Jung-Seop;Cho, Yong-Ho;Kim, Ki-Seok;Kang, Tae-Sam
    • The Transactions of The Korean Institute of Electrical Engineers
    • /
    • v.64 no.10
    • /
    • pp.1426-1431
    • /
    • 2015
  • Piezoelectric pump can be considered as R-C load and it needs something special driver because the output voltage does not become 0 even though the applied voltage is 0 with common converter. This operating system consists of fly-back converter to increase the input voltage and energy recovery inverter to apply square voltage to the piezoelectric pump. The energy recovery inverter can charge and discharge the energy of capacitive load. In this paper, to enhance performance of the driver, a few elements or circuits are added and modified. To drive the inverter safely, current limit resister is added and adjusted the value to valance the charging and discharging current. In addition, a current limit inductor is added to the input side to limit the input current and enhance the efficiency. Inductor only may make oscillation and another resister is added parallel to the inductor to solve this problem. The converter and inveter are assembled to one board for compactness. The appropriateness is proved with simulation and experiments.

Treatment and Reuse of Acrylic Wastewater using Membrane Separation System

  • Lee, Kwanghyun
    • Proceedings of the Membrane Society of Korea Conference
    • /
    • 2004.05a
    • /
    • pp.117-120
    • /
    • 2004
  • The separation characteristics were investigated with the variations of pressure and temperature using ultrafiltration and reverse osmosis membrane module sets composed of different membrane types and materials. TDS, T-N and COD removal efficiencies were not affected and low with the change of temperature and pressure in case of using UF modules contained in module set 1, 2, 3. TDS, T-N and COD removal efficiencies were very high in RO modules. The final water quality of acrylic wastewater was satisfied within the discharge limit value of plant wastewater. It was known that membrane module sets could be used for the reuse of wastewater.

  • PDF

Impacts on Water Surface Level of the Geum River with the Diversion Tunnel Operation for Low Flow Augmentation of the Boryong Dam (금강-보령댐 도수터널 운영에 따른 금강 본류 내 수위 영향 분석 연구)

  • Jang, Suk-Hwan;Oh, Kyoung-Doo;Oh, Ji-Hwan
    • Journal of Environmental Science International
    • /
    • v.26 no.9
    • /
    • pp.1031-1043
    • /
    • 2017
  • Recently severe drought caused the water shortage around the western parts of Chungcheongnamdo province, South Korea. A Diversion tunnel from the Geum river to the Boryong dam, which is the water supply dam for these areas has been proposed to solve this problem. This study examined hydraulic impacts on the Geum river associated with the diversion plan assuming the severe drought condition of 2015 would persist for the simulation period of 2016. The hydraulic simulation model was verified using hydrologic and hydraulic data including hourly discharges of the Geum river and its 8 tributaries, fluctuation of tidal level at the mouth of the river, withdrawals and return flows and operation records of the Geum river barrage since Feb. 1, 2015 through May 31, 2015. For the upstream boundary condition of the Geum river predicted inflow series using the nonlinear regression equation for 2015 discharge data was used. In order to estimate the effects of uncertainty in inflow prediction to the results total four inflow series consisting of upper limit flow, expected flow, lower limit flow and instream flow were used to examine hydraulic impacts of the diversion plan. The simulation showed that in cases of upper limit and expected flows there would be no problem in taking water from the Geum river mouth with a minimum water surface level of EL(+) 1.44 m. Meanwhile, the simulation also showed that in cases of lower limit flow and instream flow there would be some problems not only in taking water for water supply from the mouth of the Geum river but also operating the diversion facility itself with minimum water surface levels of EL(+) 0.94, 0.72, 0.43, and 0.14 m for the lower limit flow without/with diversion and the instream flow without/with diversion, respectively.

A Study on the Improved Ignition Limit with Resistor for Propan-air Mixture Gas (저항을 이용한 프로판-공기 혼합가스의 점화한계 개선에 관한 연구)

  • 이춘하;오종용;옥경재;지승욱;이광식;심광렬
    • Fire Science and Engineering
    • /
    • v.18 no.1
    • /
    • pp.18-23
    • /
    • 2004
  • This paper describes the minimum ignition limits for propane-air 5.25 Vol.% mixture gases in low voltage inductive circiuts. The improved effects on the ignition limit are studied by parallel safety components(resistors) for propane-air 5.25 Vol.% mixture gas in low voltage inductive circuits. The experimental devices used in this test are the IEC type spark ignition test apparatus. The minimum ignition limits are controlled by the values of current in inductive circuit. Energy supplied from electric source is first accumulated at the inductance, it's extra energy is working as ignition source of the explosive gas. The improved effects on the ignition limit are respectively obtained as the maximum rising rate of 330% by composing parallel circuits between inductance and resistor as compared with disconnecting inductance with the safety components. The more values of inductance increase the higher improved effects of ignition limit rise. The less values of resistor the higher improved effects of ignition limit rise. It is considered that the result can be used for not only data for researches and development of intrinsically safe explosion-proof machines which are applied equipment and detectors used in dangerous areas but also for datum for its equipment tests.

Structural Stability During Charge-Discharge Cycles in Zr-doped LiCoO2 Powders (충방전 과정중 구조가 안정한 Zr이 도핑된 LiCoO2 분말)

  • Kim, Seon-Hye;Shim, Kwang-Bo;Ahn, Jae-Pyoung;Kim, Chang-Sam
    • Journal of the Korean Ceramic Society
    • /
    • v.45 no.3
    • /
    • pp.167-171
    • /
    • 2008
  • Zirconium-doped $Li_{1.1}Co_{1-x}Zr_xO_2(0{\leq}x{\leq}0.05)$ powders as cathode materials for lithium ion batteries were synthesized using an ultrasonic spray pyrolysis method. Cyclic voltammetry and cyclic stability tests were performed, and the changes of microstructure were observed. The solubility limit of zirconium into $Li_{1.1}CoO_2$ was less than 5 mol%, and monoclinic $Li_2ZrO_3$ phase was formed above the limit. The Zr-doping suppressed the grain growth and increased the lattice parameters of the hexagonal $LiCoO_2$ phase. The Zr-dopiong of 1mol% resulted in the best cyclic performance in the range of $3.0{\sim}4.3V$ at 1C rate (140 mA/g); the initial discharge capacity decreased from 158 mAh/g to 60 mAh/g in the undoped powder, while from 154 mAh/g to 135 mAh/g in the Zr-doped powder of 1 mol% after 30 cycles. The excellent cycle stability of Zr-doped powder was due to the low polarization during chargedischarge processes which resulted from the delayed collapse of the crystal structure of the active materials with Zr-doping.

An Analysis for the Characteristics of Headward Erosion and Separation Zone due to Bed Discordance at Confluence (합류부 하상고 불일치에 의한 두부침식 및 분리구역 특성분석)

  • Choi, Heung Sik;Mo, Sun Jea;Lee, Sam Hee
    • Journal of Korea Water Resources Association
    • /
    • v.48 no.11
    • /
    • pp.879-889
    • /
    • 2015
  • The pattern of headward erosion at tributary and the separation zone formation in a loosed bed at confluence according to the confluence angle, discharge ratio, and dredging depth ratio have been analyzed. The separation zone is defined the inside of zero velocity boundary at downstream of confluence. The limit of separation zone occurrence is presented with dredging depth ratio. The propagation length of knickpoint increases as the confluence angle, discharge ratio, and dredging depth ratio increase in general and its regression equation has been suggested. The length and width ratios of separation zone in a loosed bed increase as discharge ratio and confluence angle increase as well as in a fixed bed. The length ratio decreases and the width ratio increases as dredging depth ratio increases results in great increase of shape factor and backwater rise by the conveyance reduction at confluence. The regression equation of shape factor with confluence angle, discharge ratio, and dredging depth ratio has been suggested.