• 제목/요약/키워드: rise time

검색결과 2,243건 처리시간 0.031초

초고압 처리한 멸치젓의 저장 중 품질 변화 (Quality Changes during Storage of Low Salt Fermented Anchovy treated with High Hydrostatic Pressure)

  • 임상빈;좌미경;목철균;우건조
    • 한국식품과학회지
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    • 제32권2호
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    • pp.373-379
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    • 2000
  • 숙성된 저염 젓갈을 초고압으로 처리한 후 $25^{\circ}C$에서 저장하는 동안 미생물 및 품질변화를 측정하여 저장성 증진효과를 검토하였다. 멸치젓을 $20^{\circ}C$에서 압력을 달리하여 처리하였을때 저장 초기에는 생균수의 감소폭이 큰 반면, 그 이후에는 적었으며 거의 일정한 경향을 보였다. 저장 중 생균수의 감소 정도는 초기 생균수에 따라 달라, 낮은 처리압력으로 인하여 초기 생균수가 많으면 서서히 감소하였고, 높은 처리압력으로 인하여 초기 생균수가 적으면 그 수준을 유지하였다. 처리온도와 시간을 달리 하였을 때에도 처리압력에 따른 변화와 유사한 경향을 보였다. 과산화물가는 처리압력, 온도, 시간에 관계없이 처리직후에 1.5-2배 증가하였고, 저장 중에는 다소의 증가와 감소를 반복하는 현상을 보였다. TBA가는 저장 2일만에 최저치에 도달하였다가 그 후 서서히 증가하였으며, 저장 12일부터는 급격히 증가하는 특이한 현상을 나타내었다. VBN은 처리압력과 온도가 높을수록 저장 중 그 변화 폭이 적었다. 아미노태질소 함량은 처리압력, 온도, 시간에 관계없이 저장기간의 증가에 따라 거의 변화 없이 초기값을 유지하였다. 따라서 멸치젓을 초고압으로 처리하면 미생물 살균으로 저장 안정성을 증진시킬 수 있을 것으로 기대된다.

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도림천에서 발생한 고립 및 실족사고의 원인분석을 통한 개선방안 도출에 관한 연구 (Cause Analysis and Improvement Suggestion for Flood Accident in Dorimcheon - Focused on the Tripping and Isolation Accidents)

  • 이경수;전종형;김태훈;김현주
    • 한국산학기술학회논문지
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    • 제22권4호
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    • pp.25-36
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    • 2021
  • 본 연구는 도림천에서 발생한 고립 및 실족과 같은 수난사고의 근본적인 원인을 분석하고, 법·제도적인 개선방안을 제시하였다. 원인분석을 위하여 현장확인, 관계자 인터뷰, 관련자료 검토, 강우량과 하천 횡단면의 수위와의 관계, 자동경보 발령 기준수위의 적정성 및 진·출입 통제에 따른 대피시간 확보 가능여부 등을 평가 하였다. 도림천은 전형적인 도시하천의 특성을 띄고 있어 치수적으로 불리하며, 사망사고가 발생한 구간은 급만곡부를 형성하고 있는 등 고립사고 발생 위험이 높다. 고립 및 실족사고는 홍수주의·경보 발령 전 단계인 둔치주의·대피 단계에서 발생하고 둔치대피 발령은 둔치턱까지 수위가 상승해서야 발령되기 때문에 있기 때문에 강우예보에 따른 수위상승에 대한 즉각적인 대응이 중요하다. 또한, 수위 상승속도가 신림3교와 관악도림교에서 최대 2.62 cm/min임을 고려하였을 때 둔치경보 발령 후 충분한 대피시간을 확보하고 있지 못하다. 사망사고는 둔치주의 발령 기준수위보다 0.46 m이하에서 발생한 점을 보았을 때, 하천의 진·출입 등 통제가 사고 예방을 위해서는 매우 중요하다. 이러한 분석결과를 바탕으로 4건의 개선방안을 제시하였으며, 고립 및 실족과 같은 수난사고를 예방하는데 크게 기여할 수 있을 것으로 기대한다.

Coordinative movement of articulators in bilabial stop /p/

  • Son, Minjung
    • 말소리와 음성과학
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    • 제10권4호
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    • pp.77-89
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    • 2018
  • Speech articulators are coordinated for the purpose of segmental constriction in terms of a task. In particular, vertical jaw movements repeatedly contribute to consonantal as well as vocalic constriction. The current study explores vertical jaw movements in conjunction with bilabial constriction in bilabial stop /p/ in the context /a/-to-/a/. Revisiting kinematic data of /p/ collected using the electromagenetic midsagittal articulometer (EMMA) method from seven (four female and three male) speakers of Seoul Korean, we examined maximum vertical jaw position, its relative timing with respect to the upper and lower lips, and lip aperture minima. The results of those dependent variables are recapitulated in terms of linguistic (different word boundaries) and paralinguistic (different speech rates) factors as follows. Firstly, maximum jaw height was lower in the across-word boundary condition (across-word < within-word), but it did not differ as a function of different speech rates (comfortable = fast). Secondly, more reduction in the lip aperture (LA) gesture occurred in fast rate, while word-boundary effects were absent. Thirdly, jaw raising was still in progress after the lips' positional extrema were achieved in the within-word condition, while the former was completed before the latter in the across-word condition. Lastly, relative temporal lags between the jaw and the lips (UL and LL) were more synchronous in fast rate, compared to comfortable rate. When these results are considered together, it is possible to posit that speakers are not tolerant of lenition to the extent that it is potentially realized as a labial approximant in either word-boundary condition while jaw height still manifested lower jaw position in the across-word boundary condition. Early termination of vertical jaw maxima before vertical lower lip maxima across-word condition may be partly responsible for the spatial reduction of jaw raising movements. This may come about as a consequence of an excessive number of factors (e.g., upper lip height (UH), lower lip height (LH), jaw angle (JA)) for the representation of a vector with two degrees of freedom (x, y) engaged in a gesture-based task (e.g., lip aperture (LA)). In the task-dynamic application toolkit, the jaw angle parameter can be assigned numerical values for greater weight in the across-word boundary condition, which in turn gives rise to lower jaw position. Speech rate-dependent spatial reduction in lip aperture may be able to be resolved by means of manipulating activation time of an active tract variable in the gestural score level.

호소수 탁도변화 대응을 위한 고플럭스 막여과공정의 Pilot 연구 (A pilot study of high flux membrane process for responding to influent turbidity changes in reservoir water)

  • 강준석;성자영;유제완;김형수;이재규;전민혁;천지훈
    • 상하수도학회지
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    • 제34권6호
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    • pp.393-402
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    • 2020
  • In the membrane process, it is important to improve water treatment efficiency to ensure water quality and minimize membrane fouling. In this study, a pilot study of membrane process using reservoir water was conducted for a long time to secure high flux operation technology capable of responding to influent turbidity changes. The raw water and DAF(Dissolved Air Flotation) treated water were used for influent water of membrane to analyze the effect of water quality on the TMP (Trans Membrane Pressure) and to optimize the membrane operation. When the membrane flux were operated at 70 LMH and 80 LMH under stable water quality conditions with an inlet turbidity of 10 NTU or less, the TMP increase rates were 0.28 and 0.24 kPa/d, respectively, with minor difference. When the membrane with high flux of 80 LMH was operated for a long time under inlet turbidity of 10 NTU or more, the TMP increase rate showed the maximum of 43.5 kPa/d. However, when the CEB(Chemically Enhanced Backwash) cycle was changed from 7 to 1 day, it was confirmed that the TMP increase rate was stable to 0.23 kPa/d. As a result of applying pre-treatment process(DAF) on unstability water quality conditions, it was confirmed that the TMP rise rates differed by 0.17 and 0.64 kPa/d according to the optimization of the coagulant injection. When combined with coagulation pretreatment, it was thought that the balance with the membrane process was more important than the emphasis on efficiency of the pretreatment process. It was considered that stable TMP can be maintained by optimizing the cleaning conditions when the stable or unstable water quality even in the high flux operation on membrane process.

고로슬래그 미분말과 수산화칼슘 함유량에 따른 차수그라우트재 개발 (Development of Water-resistant Grout according to Blast Furnace Slag Fine Powder and Calcium Hydroxide Content)

  • 서혁;박경호;정수근;김대현
    • 지질공학
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    • 제30권4호
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    • pp.541-555
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    • 2020
  • 그라우팅 공법은 연약지반의 보강과 방수 및 지하수위저하 또는 상승과 진동으로 인한 침하 및 부등침하로 손상된 구조물의 지지력을 높이고 차수를 높이는 목적으로 사용된다. 본 연구는 보강섬유를 이용하여 그라우트재료의 강도와 경화시간을 증대시키기 위하여 고로슬래그 기반의 무시멘트 그라우트재를 개발하고자 하였다. 이와 관련하여 본 연구에서는 고로슬래그 3종 미분말의 알칼리 자극제인 수산화칼슘과 배합하여 사용하였고 수산화칼슘의 함유량은 고로슬래그 미분말 대비 10, 20, 30% 까지 치환하여 사용하였다. 또한 보강섬유 유무에 따른 강도를 비교하기 위하여 각 섬유를 0.5%씩 추가하여 실험을 수행하였다. 탄소섬유 및 아라미드 섬유 함유량이 증가함에 따라 일축압축강도가 증가하였고, 이는 그라우트재 내에 섬유에 의한 가교작용이 일축압축강도를 증가시키는 경향을 확인하였다. 또한 알칼리자극제의 함유량이 증가할수록 겔타임이 급격하게 감소하는 것을 확인하였다.

스마트건설 디지털 다짐정보 구축을 위한 IoT 기반 DCPT 시스템 현장실증 (Feasibility Test with IoT-based DCPT system for Digital Compaction Information of Smart Construction)

  • 김동한;배경호;조진우
    • 한국측량학회지
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    • 제40권5호
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    • pp.421-428
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    • 2022
  • 토공은 건설공사의 시작이며 기초가 되기 때문에 가장 중요한 공정이다. 특히 토공의 다짐측정은 건설공사의 품질과 생산성에 직결되는 중요한 요소이다. 기존 다짐측정은 주로 들밀도 시험, 평판재하시험과 같은 아날로그 방식을 이용하여 수행되었다. 하지만 최근 4차 산업혁명의 고도화에 따라 스마트건설기술이 대두되면서 다짐측정 또한 기존 아날로그 시험의 단점을 보완한 기술에 대한 연구가 활발히 진행되고 있다. DCPT는 기존 시험법과 비교하여 간편하고 속도가 빨라 최근 관심이 증대되고 있지만 데이터를 수기로 측정하는 아날로그 방식으로 이력관리와 데이터 검증 등 여러 단점을 가지고 있다. 본 연구에서 개발한 IoT 기반 DCPT 시스템은 기존 DCPT에 디지털 와이어센서, 모바일 폰, 블루투스를 결합했다. 개발된 장비는 아날로그 DCPT 뿐만 아니라 다른 다짐시험법과 비교하여 빠른 시험시간, 1인 계측, 저비용, 모바일 기반 계측 이력 및 데이터 관리, 실시간 데이터 확인 등의 장점을 갖는 것이 특징이다. 추가로, 개발된 장비의 현장 적용성 검증을 위해 아날로그 DCPT와 함께 테스트베드를 구축하여 검증하였다. 테스트베드는 롤러장비를 통해 실제 토공현장과 유사한 조건으로 구축했다. DCPT 데이터는 322개 측점에서 총 3220개의 데이터를 획득했다. 분석결과로 IoT 기반 DCPT의 성능은 우수한 것으로 나타났으며 개발된 장비를 통해 구축된 테스트베드 또한 다짐이 수행됨에 따라 안정적인 결과를 보이는 것으로 나타났다.

지상과 레이더 자료를 이용한 LAMP 우박 예측 성능의 정성적 검증 (Qualitative Verification of the LAMP Hail Prediction Using Surface and Radar Data)

  • 이재용;이승재;심교문
    • 한국농림기상학회지
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    • 제24권3호
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    • pp.179-189
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    • 2022
  • 우박은 강한 상승 기류에 의하여 빙결 고도 이상에서 수적이 상승과 하강을 반복함에 따라 얼음덩어리로 성장 후 지상으로 낙하하는 현상을 의미한다. 이러한 우박은 단기간 내 국지적인 영역에서 발생하여 농림업 분야에 큰 피해를 미치지만 우박에 대한 예측을 수행하는 국내 연구는 부족한 실정이다. 이에 본 연구에서는 국가농림기상센터 LAMP를 이용한 우박 예측을 소개하고, 2020년 1월부터 2021년 7월까지 발생한 50개의 우박 사례에 대하여 LAMP 우박 예측 성능을 측정하였다. 본 연구에서 조사된 우박 사례의 경우 봄철에 주로 오후 시간대에 발생 빈도가 높았고, 우박의 지속 시간은 평균 15분이었으며, 우박의 직경은 1 cm로 나타났다. LAMP의 우박 예측 성능을 정성적으로 평가한 결과 50개의 사례 가운데 35개 사례에 대하여 우박 예측에 성공하여 탐지율은 70%로 나타났다. LAMP의 우박 예측 성능은 우박을 예측하는 시간이 길어짐에 따라 저하된 것으로 사료된다. 실제 우박 사례에 대한 레이더 반사도를 조사한 결과, 고도에 무관하게 최대 반사도가 40 dBZ 이상이었고, 우박 사례의 약 50%가 30~50 dBZ 사이로 나타났는데, 이러한 결과는 현재 LAMP의 우박 예측 성능을 향후 보완하기 위한 자료로 활용될 것이다. LAMP를 활용한 우박 예측 성능이 향상됨으로써 농림업 분야에서 망 피복 등의 선제적 조치를 통해 우박에 의한 경제적 손실이 줄어들 것으로 기대된다.

클러스터링을 통한 유통매장의 역할 재설계 전략 수립: 몽골유통사를 대상으로 (Developing the Strategies of Redesigning the Role of Retail Stores Using Cluster Analysis: The Case of Mongolian Retail Company)

  • ;신광섭
    • 한국빅데이터학회지
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    • 제8권1호
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    • pp.131-156
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    • 2023
  • 전통적인 오프라인 중심의 상거래 방식은 온라인과 모바일 기술의 발전으로 인해 크게 변화하고 있으며, 이러한 변화는 구매 패턴에 관한 소비자 행동의 변화를 동반했다. 온라인 쇼핑의 성장에도 불구하고 몽골에는 여전히 '가공식품'과 같은 특정 제품군에서는 전통적인 오프라인 매장을 더욱 선호하고 있다. 이러한 온라인과 오프라인 채널의 공존과 기능 변화에 대응하기 위해서는 기존 채널에 대한 성과를 면밀히 분석해야 한다. 특히, 채널의 역할 전환 혹은 통합과 같은 새로운 전략을 수립할 필요가 있다. 이에 본 연구에서는 몽골 유통 시장을 중심으로 오프라인 매장에 대한 매출, 이익, 판매량과 같은 성과 지표를 기준으로 군집분석을 실시하였으며, 각 군집의 특징을 주변환경과 비교하여 주요 특징을 발견하였다. 주요 군집에 속한 오프라인 매장의 성과 향상을 위해 온-오프라인 채널 간의 풀필먼트 허브 매장, 고객의 매장 체류 시간을 늘리기 위한 체험 매장, 그리고 매장 특성에 따라 서로 보완하여 트래픽을 증가시킬 수 있는 비관련 채널 간의 합병 등 세 가지 전략을 제안하였다. 이를 통해, 기존 유통 채널의 다변화와 함께 고객 경험 향상 및 수익성 개선을 달성할 수 있을 것이다.

임플랜트 식립부위 형성시 골조직의 온도변화에 관한 연구 (A STUDY ON THE TEMPERATURE CHANGES OF BONE TISSUES DURING IMPLANT SITE PREPARATION)

  • 김평일;김영수;장경수;김창회
    • 대한치과보철학회지
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    • 제40권1호
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    • pp.1-17
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    • 2002
  • The purpose of this study is to examine the possibility of thermal injury to bone tissues during an implant site preparation under the same condition as a typical clinical practice of $Br{\aa}nemark$ implant system. All the burs for $Br{\aa}nemark$ implant system were studied except the round bur The experiments involved 880 drilling cases : 50 cases for each of the 5 steps of NP, 5 steps of RP, and 7 steps of WP, all including srew tap, and 30 cases of 2mm twist drill. For precision drilling, a precision handpiece restraining system was developed (Eungyong Machinery Co., Korea). The system kept the drill parallel to the drilling path and allowed horizontal adjustment of the drill with as little as $1{\mu}m$ increment. The thermocouple insertion hole. that is 0.9mm in diameter and 8mm in depth, was prepared 0.2mm away from the tapping bur the last drilling step. The temperatures due to countersink, pilot drill, and other drills were measured at the surface of the bone, at the depths of 4mm and 8mm respectively. Countersink drilling temperature was measured by attaching the tip of a thermocouple at the rim of the countersink. To assure temperature measurement at the desired depths, 'bent-thermocouples' with their tips of 4 and 8mm bent at $120^{\circ}$ were used. The profiles of temperature variation were recorded continuously at one second interval using a thermometer with memory function (Fluke Co. U.S.A.) and 0.7mm thermocouples (Omega Co., U.S.A.). To simulate typical clinical conditions, 35mm square samples of bovine scapular bone were utilized. The samples were approximately 20mm thick with the cortical thickness on the drilling side ranging from 1 to 2mm. A sample was placed in a container of saline solution so that its lower half is submerged into the solution and the upper half exposed to the room air, which averaged $24.9^{\circ}C$. The temperature of the saline solution was maintained at $36.5^{\circ}C$ using an electric heater (J. O Tech Co., Korea). This experimental condition was similar to that of a patient s opened mouth. The study revealed that a 2mm twist drill required greatest attention. As a guide drill, a twist drill is required to bore through a 'virgin bone,' rather than merely enlarging an already drilled hole as is the case with other drills. This typically generates greater amount of heat. Furthermore, one tends to apply a greater pressure to overcome drilling difficulty, thus producing even greater amount heat. 150 experiments were conducted for 2mm twist drill. For 140 cases, drill pressure of 750g was sufficient, and 10 cases required additional 500 or 100g of drilling pressure. In case of the former. 3 of the 140 cases produced the temperature greater than $47^{\circ}C$, the threshold temperature of degeneration of bone tissue (1983. Eriksson et al.) which is also the reference temperature in this study. In each of the 10 cases requiring extra pressure, the temperature exceeded the reference temperature. More significantly, a surge of heat was observed in each of these cases This observations led to addtional 20 drilling experiments on dense bones. For 10 of these cases, the pressure of 1,250g was applied. For the other 10, 1.750g were applied. In each of these cases, it was also observed that the temperature rose abruptly far above the thresh old temperature of $47^{\circ}C$, sometimes even to 70 or $80^{\circ}C$. It was also observed that the increased drilling pressure influenced the shortening of drilling time more than the rise of drilling temperature. This suggests the desirability of clinically reconsidering application of extra pressures to prevent possible injury to bone tissues. An analysis of these two extra pressure groups of 1,250g and 1,750g revealed that the t-statistics for reduced amount of drilling time due to extra pressure and increased peak temperature due to the same were 10.80 and 2.08 respectively suggesting that drilling time was more influenced than temperature. All the subsequent drillings after the drilling with a 2mm twist drill did not produce excessive heat, i.e. the heat generation is at the same or below the body temperature level. Some of screw tap, pilot, and countersink showed negative correlation coefficients between the generated heat and the drilling time. indicating the more the drilling time, the lower the temperature. The study also revealed that the drilling time was increased as a function of frequency of the use of the drill. Under the drilling pressure of 750g, it was revealed that the drilling time for an old twist drill that has already drilled 40 times was 4.5 times longer than a new drill The measurement was taken for the first 10 drillings of a new drill and 10 drillings of an old drill that has already been used for 40 drillings. 'Test Statistics' of small samples t-test was 3.49, confirming that the used twist drills require longer drilling time than new ones. On the other hand, it was revealed that there was no significant difference in drilling temperature between the new drill and the old twist drill. Finally, the following conclusions were reached from this study : 1 Used drilling bur causes almost no change in drilling temperature but increase in drilling time through 50 drillings under the manufacturer-recommended cooling conditions and the drilling pressure of 750g. 2. The heat that is generated through drilling mattered only in the case of 2mm twist drills, the first drill to be used in bone drilling process for all the other drills there is no significant problem. 3. If the drilling pressure is increased when a 2mm twist drill reaches a dense bone, the temperature rises abruptly even under the manufacturer-recommended cooling conditions. 4. Drilling heat was the highest at the final moment of the drilling process.

단위유량도와 비수갑문 단면 및 방조제 축조곡선 결정을 위한 조속계산 (Calculation of Unit Hydrograph from Discharge Curve, Determination of Sluice Dimension and Tidal Computation for Determination of the Closure curve)

  • 최귀열
    • 한국농공학회지
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    • 제7권1호
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    • pp.861-876
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    • 1965
  • During my stay in the Netherlands, I have studied the following, primarily in relation to the Mokpo Yong-san project which had been studied by the NEDECO for a feasibility report. 1. Unit hydrograph at Naju There are many ways to make unit hydrograph, but I want explain here to make unit hydrograph from the- actual run of curve at Naju. A discharge curve made from one rain storm depends on rainfall intensity per houre After finriing hydrograph every two hours, we will get two-hour unit hydrograph to devide each ordinate of the two-hour hydrograph by the rainfall intensity. I have used one storm from June 24 to June 26, 1963, recording a rainfall intensity of average 9. 4 mm per hour for 12 hours. If several rain gage stations had already been established in the catchment area. above Naju prior to this storm, I could have gathered accurate data on rainfall intensity throughout the catchment area. As it was, I used I the automatic rain gage record of the Mokpo I moteorological station to determine the rainfall lntensity. In order. to develop the unit ~Ydrograph at Naju, I subtracted the basic flow from the total runoff flow. I also tried to keed the difference between the calculated discharge amount and the measured discharge less than 1O~ The discharge period. of an unit graph depends on the length of the catchment area. 2. Determination of sluice dimension Acoording to principles of design presently used in our country, a one-day storm with a frequency of 20 years must be discharged in 8 hours. These design criteria are not adequate, and several dams have washed out in the past years. The design of the spillway and sluice dimensions must be based on the maximun peak discharge flowing into the reservoir to avoid crop and structure damages. The total flow into the reservoir is the summation of flow described by the Mokpo hydrograph, the basic flow from all the catchment areas and the rainfall on the reservoir area. To calculate the amount of water discharged through the sluiceCper half hour), the average head during that interval must be known. This can be calculated from the known water level outside the sluiceCdetermined by the tide) and from an estimated water level inside the reservoir at the end of each time interval. The total amount of water discharged through the sluice can be calculated from this average head, the time interval and the cross-sectional area of' the sluice. From the inflow into the .reservoir and the outflow through the sluice gates I calculated the change in the volume of water stored in the reservoir at half-hour intervals. From the stored volume of water and the known storage capacity of the reservoir, I was able to calculate the water level in the reservoir. The Calculated water level in the reservoir must be the same as the estimated water level. Mean stand tide will be adequate to use for determining the sluice dimension because spring tide is worse case and neap tide is best condition for the I result of the calculatio 3. Tidal computation for determination of the closure curve. During the construction of a dam, whether by building up of a succession of horizontael layers or by building in from both sides, the velocity of the water flowinii through the closing gapwill increase, because of the gradual decrease in the cross sectional area of the gap. 1 calculated the . velocities in the closing gap during flood and ebb for the first mentioned method of construction until the cross-sectional area has been reduced to about 25% of the original area, the change in tidal movement within the reservoir being negligible. Up to that point, the increase of the velocity is more or less hyperbolic. During the closing of the last 25 % of the gap, less water can flow out of the reservoir. This causes a rise of the mean water level of the reservoir. The difference in hydraulic head is then no longer negligible and must be taken into account. When, during the course of construction. the submerged weir become a free weir the critical flow occurs. The critical flow is that point, during either ebb or flood, at which the velocity reaches a maximum. When the dam is raised further. the velocity decreases because of the decrease\ulcorner in the height of the water above the weir. The calculation of the currents and velocities for a stage in the closure of the final gap is done in the following manner; Using an average tide with a neglible daily quantity, I estimated the water level on the pustream side of. the dam (inner water level). I determined the current through the gap for each hour by multiplying the storage area by the increment of the rise in water level. The velocity at a given moment can be determined from the calcalated current in m3/sec, and the cross-sectional area at that moment. At the same time from the difference between inner water level and tidal level (outer water level) the velocity can be calculated with the formula $h= \frac{V^2}{2g}$ and must be equal to the velocity detertnined from the current. If there is a difference in velocity, a new estimate of the inner water level must be made and entire procedure should be repeated. When the higher water level is equal to or more than 2/3 times the difference between the lower water level and the crest of the dam, we speak of a "free weir." The flow over the weir is then dependent upon the higher water level and not on the difference between high and low water levels. When the weir is "submerged", that is, the higher water level is less than 2/3 times the difference between the lower water and the crest of the dam, the difference between the high and low levels being decisive. The free weir normally occurs first during ebb, and is due to. the fact that mean level in the estuary is higher than the mean level of . the tide in building dams with barges the maximum velocity in the closing gap may not be more than 3m/sec. As the maximum velocities are higher than this limit we must use other construction methods in closing the gap. This can be done by dump-cars from each side or by using a cable way.e or by using a cable way.

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