標(biāo)題: Titlebook: Coastal, Harbour and Ocean Engineering; Proceedings of 26th P. V. Timbadiya,M. C. Deo,Vijay P. Singh Conference proceedings 2023 The Edito [打印本頁] 作者: hexagon 時間: 2025-3-21 16:13
書目名稱Coastal, Harbour and Ocean Engineering影響因子(影響力)
書目名稱Coastal, Harbour and Ocean Engineering影響因子(影響力)學(xué)科排名
書目名稱Coastal, Harbour and Ocean Engineering網(wǎng)絡(luò)公開度
書目名稱Coastal, Harbour and Ocean Engineering網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Coastal, Harbour and Ocean Engineering被引頻次
書目名稱Coastal, Harbour and Ocean Engineering被引頻次學(xué)科排名
書目名稱Coastal, Harbour and Ocean Engineering年度引用
書目名稱Coastal, Harbour and Ocean Engineering年度引用學(xué)科排名
書目名稱Coastal, Harbour and Ocean Engineering讀者反饋
書目名稱Coastal, Harbour and Ocean Engineering讀者反饋學(xué)科排名
作者: adduction 時間: 2025-3-21 21:46 作者: 帶來 時間: 2025-3-22 02:18
Projected Change—Models and Methodologyon. In the present study, characteristics of wave transmission with respect to relative water depth, wave run-up on slope, surf similarity parameter, and vegetal resistance under the action of regular waves were studied.作者: endarterectomy 時間: 2025-3-22 05:02 作者: 詼諧 時間: 2025-3-22 10:03 作者: Expediency 時間: 2025-3-22 16:34
Economics, Social Sciences, Trade, discusses the relative merits of the concepts considered for repairing or restoration of the damaged structures. In 1973, the Maharashtra Maritime Board (MMB) had constructed breakwater of 457?m length for development of Bhagwati Bunder Port, Ratnagiri and since then it has been serving the port by作者: Expediency 時間: 2025-3-22 19:08 作者: collateral 時間: 2025-3-22 21:55
Lynn S. Beedle (Editor-in-Chief)mall-scale models is one of the tools to examine and verify the effectiveness of structure under the action of the wave. The present paper focuses on the review of physical model study, their key findings and highlighting the criteria based on which material is selected to model the various real pla作者: 迎合 時間: 2025-3-23 04:23
https://doi.org/10.1007/978-1-349-81424-4bour consists of only one breakwater of length 820?m and width 120 m at the south side with an opening from westerly direction. Numerical modelling is done to arrive at erosion-accretion pattern on both sides of the proposed harbour over a period of 10 years. The wave tranquillity studies are conduc作者: 把手 時間: 2025-3-23 08:53 作者: arcane 時間: 2025-3-23 12:00
Systems of Ordinary Differential Equations,the erosion of reclaimed area. Three-phase wave modelling is used for modelling the wave conditions in the area of vicinity to understand and determine a method to arrest the formation of the hump. A regional model is developed with wind time series as the input. From the results, time series of wav作者: somnambulism 時間: 2025-3-23 15:24
Equations with Periodic Coefficients,he trained network and for every GCM, monthly sea levels were predicted for next 30?years, where the input was the future causal parameters. The rate of SLR was determined by fitting regression to the variation of the sea levels against time. This process was repeated for all GCMs. The median of all作者: 向下五度才偏 時間: 2025-3-23 18:52
C. E. T. Krakau,Catharina Holmin of Tapi Estuary that has come up with a very ambitious proposal of developing a common navigational channel for all ports by deepening the Tapi channel and Dumas creek. The proposal includes widening and deepening of the channel to 12?m depth, and the dredged material is intended to reclaim area be作者: 招待 時間: 2025-3-23 23:38
Anastasios Drosou,Dimitrios Tzovarass not been dealt with in detail. Further, the models developed based on the tightly coupled approach are very few, and their application has proven that these models suffer from model instability and computational burden. Therefore, an unstructured grid-based river-bay model is developed in this stu作者: 加花粗鄙人 時間: 2025-3-24 04:35 作者: 治愈 時間: 2025-3-24 10:07 作者: nitric-oxide 時間: 2025-3-24 11:58
Emilio Mordini,Dimitros Tzovarasy from Dahej, which is situated at East Coast of GoK. However, during the data collection at Dahej, the minimum tidal range observed was 3.8?m on 25th February 2018 at 11:45?h., while maximum tidal range was 9.77?m on 4th March 2018 at 12:45?h. Large tidal range is responsible for maximum tidal curr作者: colony 時間: 2025-3-24 18:43 作者: 陰謀 時間: 2025-3-24 19:37 作者: atopic 時間: 2025-3-25 02:27 作者: 故意 時間: 2025-3-25 05:39
Jon Sticklen,Eugene Wallingfordl data collection for providing a comprehensive coastal protection plan for these areas. The total duration of the project is about three years wherein various coastal data such as coastal bathymetry, wave, tide, tidal currents, shoreline changes and cross-shore profile, suspended and bed sediments,作者: 收養(yǎng) 時間: 2025-3-25 07:56
Second Generation Expert Systemsuring the post-AMPHAN period compared to the pre-AMPHAN situation. This paper also presents a comprehensive disaster mitigation report illustrating the damages with photographs, which helps to understand the catastrophic intensity caused by the cyclone.作者: Neutropenia 時間: 2025-3-25 14:06 作者: endarterectomy 時間: 2025-3-25 17:03 作者: Itinerant 時間: 2025-3-25 21:04
Wave Flume Studies for the Restoration of Existing Breakwater at Bhagwati Bunder Port, Ratnagiri, M discusses the relative merits of the concepts considered for repairing or restoration of the damaged structures. In 1973, the Maharashtra Maritime Board (MMB) had constructed breakwater of 457?m length for development of Bhagwati Bunder Port, Ratnagiri and since then it has been serving the port by作者: B-cell 時間: 2025-3-26 02:29
A Review on Directional Focusing Waves: Generation Methods Toward 3D Idealization of Rogue or Extreive theory should represent a physical representation of the scenario and simulate these events in numerical or experimental work. Based on this background, one could provide a wave field statistical distribution. However, we are yet to reach and gain an insight into the phenomenon. Nevertheless, it作者: 歌劇等 時間: 2025-3-26 05:29
,Physical Model Study on the Soft Option of Coastal Protection Works by Vegetation Meadow—A Review,mall-scale models is one of the tools to examine and verify the effectiveness of structure under the action of the wave. The present paper focuses on the review of physical model study, their key findings and highlighting the criteria based on which material is selected to model the various real pla作者: 同時發(fā)生 時間: 2025-3-26 11:05
,Harbour Tranquillity and Prediction of Shoreline Evolution—A Case Study,bour consists of only one breakwater of length 820?m and width 120 m at the south side with an opening from westerly direction. Numerical modelling is done to arrive at erosion-accretion pattern on both sides of the proposed harbour over a period of 10 years. The wave tranquillity studies are conduc作者: 侵略 時間: 2025-3-26 15:05 作者: Osmosis 時間: 2025-3-26 19:33 作者: 有毒 時間: 2025-3-26 23:54
Future Sea Level Rise at Indian Ports Using a Combined Numerical and Data-Driven Approach,he trained network and for every GCM, monthly sea levels were predicted for next 30?years, where the input was the future causal parameters. The rate of SLR was determined by fitting regression to the variation of the sea levels against time. This process was repeated for all GCMs. The median of all作者: Anticoagulant 時間: 2025-3-27 04:08
Impact of Wave Dynamics on Shoreline Changes Due to Proposed Reclamation by Numerical Models in Tap of Tapi Estuary that has come up with a very ambitious proposal of developing a common navigational channel for all ports by deepening the Tapi channel and Dumas creek. The proposal includes widening and deepening of the channel to 12?m depth, and the dredged material is intended to reclaim area be作者: 龍蝦 時間: 2025-3-27 09:11
River-Bay Model for Simulating the Compound Effect of River Flow and Storm Surges,s not been dealt with in detail. Further, the models developed based on the tightly coupled approach are very few, and their application has proven that these models suffer from model instability and computational burden. Therefore, an unstructured grid-based river-bay model is developed in this stu作者: Eulogy 時間: 2025-3-27 12:08
Evolving Fishing Harbour Layout Using Mathematical Models,anquility considerations using mathematical model techniques. Two-dimensional mathematical model MIKE-21 SW has been used for the wave climate transformation from offshore region to near-shore region. The model provides the Incident wave conditions in the near-shore region, which are likely to affec作者: Abduct 時間: 2025-3-27 16:45
Wave Propagation Through the Long Navigational Channel Using Mathematical Modelling,ant at the entrance to the channel. All these wave conditions are used for wave propagation along the navigational channel. Analysis of these data has indicated that wave propagation along the channel has maximum attenuation as compared to wave with some angle with channel alignment. It is also seen作者: GAVEL 時間: 2025-3-27 18:03 作者: 先驅(qū) 時間: 2025-3-28 01:11
Mitigation of Sedimentation in Approach Channel and Harbour at Passenger Jetty, Mandwa, Maharashtraailability of clear depth of more than 2.5?m throughout the year in the channel and in harbour area. In order to mitigate this problem of sedimentation two proposed scenarios were studied, namely, proposed condition-I with additional dredging in the channel and harbour areas and other proposed condi作者: hysterectomy 時間: 2025-3-28 03:18 作者: Bravado 時間: 2025-3-28 09:05 作者: 詞匯記憶方法 時間: 2025-3-28 12:14 作者: cruise 時間: 2025-3-28 15:26 作者: SSRIS 時間: 2025-3-28 22:34
Effect of Cyclone Yaas on Digha Sea Beach and Adjoining Coastal Areas in West Bengal,s in the riverine areas of these districts were inundated. Affected areas include Digha, Tajpur, Mandermoni, Haldia of East Midnapore district. Breaches in river embankments left thousands of villages and settlements inundated in areas like Kakdip, Sagar, Ghoramara island, Patharpratima, Bakkhali, S作者: FIG 時間: 2025-3-29 01:17 作者: deactivate 時間: 2025-3-29 04:45
Wave Flume Studies for the Restoration of Existing Breakwater at Bhagwati Bunder Port, Ratnagiri, Mects such as complex wave-structure interaction, interlocking characteristics of armour, friction between armour and secondary layer. Several empirical formulae such as Hudson formula and Van der Meer formula are available for preliminary or conceptual design of unit weight of armour. It is a univer作者: BIBLE 時間: 2025-3-29 08:33
A Review on Directional Focusing Waves: Generation Methods Toward 3D Idealization of Rogue or Extrerence and their influence on the marine structure being repeated. The random isolated extreme events have posed a challenge in our ability to develop a well-defined description of such waves. There have been several studies in the past on the simulation of these events in 2D using experimental facil作者: 迅速飛過 時間: 2025-3-29 14:25 作者: 想象 時間: 2025-3-29 17:40
,Harbour Tranquillity and Prediction of Shoreline Evolution—A Case Study, This is required to facilitate safe berthing of desired variety of ships in the harbour. Also, to address the problem of scarcity of land in highly populated coastal zones of India, it has been very important to mitigate the erosion at the shoreline. In view of this, it becomes necessary to predict作者: 合唱團(tuán) 時間: 2025-3-29 20:55
Rejuvenation of Fishing Harbour Heavily Affected by Impact of High Waves and Sedimentation Using Nuhen development is exposed to sea, the wave is the single parameter which affects the design considerations. Generally, the action of the waves is the principal cause of wave disturbance and movement of the sediment inside the harbour. The fishing harbour layout should be optimized enough to get the作者: 對手 時間: 2025-3-30 01:22
A Numerical Approach for the Efficiency of Submerged Breakwater to Reduce Wave Impact on an Eroding the proposed future development of the port. Reclamation was carried out by utilizing dredged material from deepening of the navigational channel and turning circle. However, in every monsoon, there is depletion in the area of the reclamation. The reclamation adjacent to the channel is eroded, and 作者: Evolve 時間: 2025-3-30 05:41 作者: 嗎啡 時間: 2025-3-30 10:03 作者: GNAW 時間: 2025-3-30 14:16 作者: NEXUS 時間: 2025-3-30 20:36
Evolving Fishing Harbour Layout Using Mathematical Models,the source of livelihood for a large population in India. A fishing harbour, intended to provide better landing and berthing facilities to fishing craft requires feasibility studies that consist of Hydrodynamics, sediment transport, Shore line changes and Wave tranquility studies. Wave propagation s作者: intricacy 時間: 2025-3-30 22:10
Wave Propagation Through the Long Navigational Channel Using Mathematical Modelling,s, such as New Mangalore Port and Cochin Port. Wave refraction takes place in the long navigational channel, as they travel, resulting in very good wave attenuation at the entrance to the Port. An attempt has been made to study this phenomenon. Wave propagation from deep water to the shallow coastal作者: exigent 時間: 2025-3-31 04:05 作者: 耐寒 時間: 2025-3-31 05:37
Mitigation of Sedimentation in Approach Channel and Harbour at Passenger Jetty, Mandwa, Maharashtraaffic on the road. The port comprises a breakwater of length 360?m and a navigational channel of length 1.8?km, 150?m wide dredged initially to (?) 4.0?m below Chart Datum (CD). The clear depths in the channel are required be maintained at about 2.5–3.0?m below chart datum throughout the year. At pr作者: 哄騙 時間: 2025-3-31 10:27
Beach Profile Changes Along an Open Coast and Near an Estuary, conditions, and wave characteristics. In this study, beach profile changes on an open coast and near an estuary are quantified through field investigations conducted over a couple of years. The changes in the beach profiles are compared temporally and spatially. The data was collected on the first 作者: 瑪瑙 時間: 2025-3-31 17:06
,Estimation of Nearshore Sediment Transport Along the North Konkan Coast—A Numerical Approach,makes up the bulk of the Western Ghats. The study region focuses on the numerical modelling of the Goa, South Maharashtra, and Karwar coastal stretches. This work includes calculating sediment transport rates in the north Konkan coast‘s nearshore sections and the 2D coupled numerical modelling of hy作者: podiatrist 時間: 2025-3-31 21:06 作者: muscle-fibers 時間: 2025-3-31 23:39 作者: BARGE 時間: 2025-4-1 05:24
Effect of Cyclone Yaas on Digha Sea Beach and Adjoining Coastal Areas in West Bengal,d it continued for about four hours to complete the whole process. Maximum Storm Surge Level recorded at Digha was about 7.20?m. Maximum wind velocity observed at Digha was about 150?km/h with direction s-s-e. Many places in Howrah, North 24 Parganas, South 24 Parganas and East Midnapore districts g作者: 好色 時間: 2025-4-1 06:08
P. V. Timbadiya,M. C. Deo,Vijay P. SinghComprises select peer-reviewed proceedings of the international conference HYDRO21.Enriches understanding by including contributions from leading experts across the globe.Covers coastal disasters, sea
