{"title":"Analisys of Hull Shape Art, Speed, Resistance, Power Using Holtrop Method On A Vessel With DWT 12,335 Ton","authors":"Laura Amelia, Santa Yoviana","doi":"10.20956/maritimepark.v1i2.21950","DOIUrl":"https://doi.org/10.20956/maritimepark.v1i2.21950","url":null,"abstract":"A general cargo vessel carries various kinds of cargo in the form of goods. The goods transported are usually packaged goods. General cargo vessels are equipped with cargo cranes to facilitate the loading and unloading of cargo. This study aims to determine the relation between speed, resistance, and power using the Holtrop method on vessels with a DWT of 12,335 Tons. The ship was modelled using shipping software, and then validated the results with Holtrop mathematical calculations. Holtrop method for calculating tankers, general cargo, fishing vessels, tugs, passengers, containers, and frigates By using the main dimensions of the ship with Length Over All (LOA) 129.8 m, Length Between Perpendicular (LBP) 110 m, Length On Load Waterline (LWL) 112.75 m, Breadth (B) 18 m. height (H) 9 m, Draft (H) 7.2 m, Speed (V) 12.5 Knots. Tests were carried out on Maxsurf Software by calculating resistance and obtaining a graph that displays the relationship between power and speed and resistance and speed.","PeriodicalId":212685,"journal":{"name":"Maritime Park : Journal of Maritime Technology and Society","volume":"42 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-06-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"117168741","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Analysis of Seakeeping And Motion Sickness Incidence (MSI) Prediction Of The Ship's Bow When Sailing In Cilacap Sea","authors":"Adi Kurniawan Yusim, Besse Hasrianti","doi":"10.20956/maritimepark.v1i2.21953","DOIUrl":"https://doi.org/10.20956/maritimepark.v1i2.21953","url":null,"abstract":"The waves are quite large, and the ship's movement continues to be a barrier tossed about or up and down on the high seas. It can result in symptoms of illness or an uncomfortable atmosphere for passengers on board. This symptom is often referred to as seasickness or motion sickness. The main cause of seasickness is the absence of similarity of excitability or conformity between the stimulus, eye and ear labyrinth the human brain receives. Usually, people who get seasick are on closed decks because their eyes cannot see any movement. At the same time, the ear labyrinth responds to the ship's movement so that there is a conflict between the stimuli received by the eyes and the ear labyrinth, which is responsible for body balance, causing nausea. In severe cases, passengers or crew must be taken to the hospital. Modelling MSI on Finite Element Method Software, it can be seen that passengers experience ship sickness or, in this case, experience MSI at what time on a cruise on the Cilacap sea lane processed to determine the condition of the ship's MSI to passengers by the acquisition of 6 degrees of freedom where various components that affect such as wind, the main current is a wave it occurs 6 degrees of freedom, i.e. Surging is a translational movement along the X axis, Rolling is the movement of the ship around the X axis, Swaying is the translational movement of the ship that occurs when the ship moves along the Y axis, Pitching is the movement of the ship around the Y axis, Heaving is the movement of the ship along the Z axis. A ship with a speed of 12.5 knots sailing in the Cilacap sea with a wave height reaching an average wave of 2.5 meters, the MSI of the ship occurs, namely the effect of sea conditions on the movement of the ship indicating that the ship's response to the sea is at 90 degrees. In the opposite direction of the wave, MSI occurs in 20% of passengers after 2 hours on the vehicle deck at the bow point. At that time, the magnitude of the encounter frequency was 2.137 Hz.","PeriodicalId":212685,"journal":{"name":"Maritime Park : Journal of Maritime Technology and Society","volume":"39 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-06-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"116901086","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Maritime Policy: Marine Toll to Ensure Availability Of Coconut Trunk Supply Chain On Morotai Island","authors":"Karjono Karjono, Evyana Diah Kusumawati, Rahmadhani Rahmadhani","doi":"10.20956/maritimepark.v1i2.21954","DOIUrl":"https://doi.org/10.20956/maritimepark.v1i2.21954","url":null,"abstract":"The development of the trunk industry in Indonesia is currently growing from year to year along with the increasing population, technological advances, industry, and science. The furniture industry in the current era is increasing over time because this industrial sector provides unique and creative interior designs and artistic values that offer comfort to support various activities. With the development of the furniture industry, the demand for wood has also increased, which has led to increasingly fierce competition in the wood industry. Morotai Island Regency is located at the northernmost tip of North Maluku Province, bordering the Pacific Ocean. Its area is 4,301 km2. Accessibility there is complex, and development growth is still minimal. This area includes underdeveloped, remote, outermost, and border areas (3TP). To achieve the welfare of the people in Morotai Island, the Marine Toll Road is a solution offered to reduce the price disparity for coconut trunks from Morotai, which must pass through Tobelo Regency and then be sent to Java.","PeriodicalId":212685,"journal":{"name":"Maritime Park : Journal of Maritime Technology and Society","volume":"93 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-06-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"121445514","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Analysis Of The Placement And Needs Of General Cargo Ship Tanks With DWT 3650 Tons","authors":"Juswan Sade","doi":"10.20956/maritimepark.v1i2.21979","DOIUrl":"https://doi.org/10.20956/maritimepark.v1i2.21979","url":null,"abstract":"The double bottom can enhance the ship's safety and a ballast tank. If the ship crashes into a rock and the outer bottom plate is torn, the watertight top tank will limit/protect the cargo from damage caused by water. The tank is a cargo storage container and is the central part of the liquid and gas transport vessel so that the cargo is maintained and safe. As a storage medium, the tank will always get a load from inside or outside the tank—calculating tank requirements using Simpson's approach. From the calculation results obtained fuel tank obtained 68,354 m3, and the diesel oil tank obtained 14,758 m3. The lubricating oil tank obtained 17,566 m3. The freshwater tank obtained 72,815 m3, and the Ballast tank obtained 356,098 m3.","PeriodicalId":212685,"journal":{"name":"Maritime Park : Journal of Maritime Technology and Society","volume":"73 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-06-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"122435225","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Fish Terminal Design To Reduce Fishermen Operation Costs In Banda Island","authors":"M. Riyadh","doi":"10.20956/maritimepark.v1i1.19930","DOIUrl":"https://doi.org/10.20956/maritimepark.v1i1.19930","url":null,"abstract":"One of the islands in the Maluku province is a cluster of the Banda Islands. The Banda sea is known as the waters are very rich in various kinds of fish. The center for Economic and Development-LIPI (1999) have calculated the average time fishermen go out to sea in a year as many as 200 days, that entire day, which allowed her to sea. Therefore, at the time of going to sea fishermen use the time optimally to work throughout the day so that it will drain the operational cost and energy fishermen to return to the coastal areas bring their catch to that required terminal of the fish. Teriminal fish serves as a place of temporary suspension to raise and lower the tangakapan fishermen so that it can maintain the quality of the catches of fishermen to the place of destination. The purpose of this study is to design the terminal of fish to help fishermen. Carried out technical calculations such as the determination of the payload, the volume of cargo space, electricity needs, trim, stability and freeboard. As for the size of the main result is Lbp = 81,19 m, B = 15,00 m, H = 7,00 m, and T = 5,50 m and the cost of the construction of the terminal fish Rp 85,053,530,160.11","PeriodicalId":212685,"journal":{"name":"Maritime Park : Journal of Maritime Technology and Society","volume":"31 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-02-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"127870650","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Analysis Of The Installation Of Subsea Pipelines To Support The Need For Clean Water In Supporting Tourism Development On Kayangan Island","authors":"H. Palippui","doi":"10.20956/maritimepark.v1i1.19926","DOIUrl":"https://doi.org/10.20956/maritimepark.v1i1.19926","url":null,"abstract":"Inclusive access to water is very important for the tourism sector to maintain a good reputation among tourists and the social license of the local community to operate. While all stakeholders or stakeholders expect the success of tourism which contributes to economic improvement, community welfare, human resource development, and improvement of public health and the environment, tourism activities on Kayangan Island need clean water for their development. Considering that the island is one of the favourite tourist destinations and is growing quite rapidly at this time, there is no effective source of clean water available on the island. Therefore, it can be attempted to provide clean water by using subsea pipes sourced from PDAM Makassar. According to observations from various aspects, the pipe will cross the ocean with a span of ±1500 meters by flowing water with a discharge of 10 lt/s using HDPE pipes with a diameter of 140mm PE100, PN 16 according to SNI standards. For a fairly good security system, the jet pump and the pipe will be tied to a 110 mm diameter stainless steel sling bridge. In addition, at every 6 meters distance, the pipe bridge slings are fitted with ballast loads with hanging slings. In this study, the installation of subsea pipelines requires a variety of supporting equipment and also a complicated implementation, but it is can be carried out considering this needs to be done to support the need for clean water on Kayangan Island to support tourism development.","PeriodicalId":212685,"journal":{"name":"Maritime Park : Journal of Maritime Technology and Society","volume":"50 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-02-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"126786165","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Based On Coastal Management Policy Sustainable Development In Kenjeran Beach","authors":"Sugeng Marsudi","doi":"10.20956/maritimepark.v1i1.19934","DOIUrl":"https://doi.org/10.20956/maritimepark.v1i1.19934","url":null,"abstract":"In the Surabaya City Spatial Plan for 2014-2030, the Kenjeran Beach area which is included in the Tambak Wedi is a marine tourism area. In recent years, the condition of the Kenjeran Beach area has experienced a decline in tourists. Given that, for several years there have been no significant changes in the development of the Kenjeran Beach area. For Kenjeran tourism to be more optimally developed, it is necessary to integrate and integrate many objects and tourist attractions in one area. The method used is the descriptive qualitative method. The results of the study describe the potential of the Kenjeran coastal area and then several policies that have been carried out by the government to develop the Kenjeran coastal area along with several impacts or conflicts on the local community. The cable car development policy for Kenjeran coastal tourism is very beneficial for the lives of coastal communities in the tourism sector and the economic life of the local community. However, the development only knocked down three fishing posts, which disturbed the people who had previously supported them. Although in the end the three posts were rebuilt in making policies, it is necessary to pay attention to no more losses on the one hand. Furthermore, the Bulak Fish Center policy whose impact is very beneficial for the survival of the Kenjeran coastal community because it is a form of livelihood so economic growth is very rapid. There are still many efforts that can be made for the implementation of policies on the Kenjeran coastal area to be more developed, but in that case, it needs to be analyzed again so that the policy is implemented properly.","PeriodicalId":212685,"journal":{"name":"Maritime Park : Journal of Maritime Technology and Society","volume":"7 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-02-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"128926792","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Wave Analysis Of Breakwater Building Structure In North Kalimantan","authors":"S. Rahman","doi":"10.20956/maritimepark.v1i1.19933","DOIUrl":"https://doi.org/10.20956/maritimepark.v1i1.19933","url":null,"abstract":"Natural factors in the form of large sea waves occur on the beach located in Tanjung Aru Village, East Sebatik District, Nunukan, North Kalimantan, causing the beach This area is experiencing a decline in the coastline or what is commonly referred to as coastal erosion. In connection with these conditions, there has been a breakwater detached as an effort to solve this problem to protect coastal areas that are experiencing erosion. But before that, it is necessary to conduct a wave analysis of the design of the breakwater detached to be built. Based on the calculation analysis that has been done, the significant wave height (Hs) is 4,361 meters and the significant wave period (Ts) is 11.173 seconds. The pressure wave force (P) is 27.001 tons and the moment (Mp) is 92.612 tonmeters. Wave height measurements need to be carried out every month throughout the year in order to obtain a more representative picture of wave height. In addition, planning for the construction of breakwater needs to be considered again, especially on the dimensions of the breakwater structure. Moreover, the condition of the sea waves is fully developed.","PeriodicalId":212685,"journal":{"name":"Maritime Park : Journal of Maritime Technology and Society","volume":"22 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-02-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"125579090","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Impact Analysis Of Implementation Of Bonded Warehouse Policy In Makassar Port New Port On Logistic Costs","authors":"M. Yusup","doi":"10.20956/maritimepark.v1i1.19931","DOIUrl":"https://doi.org/10.20956/maritimepark.v1i1.19931","url":null,"abstract":"The level of industry dependence on imported goods is still very high while logistics costs in Indonesia reach 24 % of total GDP. Therefore, the need for bonded warehouses to improve logistics management inefficiencies. Bonded warehouse according to PMK RI No. 155/PMK.04/2019 is a Bonded Stockpiling Place (TPB) for stockpiling imported goods, may be accompanied by 1 (one) or more activities in the form of packaging/repackaging, sorting,kitting, packing, setting, cutting, for goods certain goods within a certain period of time to be reissued. The advantages of implementing this bonded warehouse are minimizing the distance between business actors and raw materials so as to reduce dwelling time, make the price of raw materials and production more affordable, obtain exemption or deferral facilities from import duties, excise and taxes. However, some areas with great potential do not have bonded warehouses such as Makassar New Port. The analysis of this study is to compare the logistics costs of importing sugar from Thailand with a bonded warehouse in Tanjung Priok with the implementation of a bonded warehouse in Makassar New Port, which can save costs of Rp. 11,062,648,783. So that the placement of a bonded warehouse in Makassar New Port is the right solution.","PeriodicalId":212685,"journal":{"name":"Maritime Park : Journal of Maritime Technology and Society","volume":"142 4 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-02-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129313308","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Analysis Of Laying And The Need For Cathodic Protection On Single Point Mooring Type Catenary Anchor Leg Mooring Buoy 035 Owned By PT. Pertamina Fuel Terminal Tuban","authors":"T. Rachman","doi":"10.20956/maritimepark.v1i1.19946","DOIUrl":"https://doi.org/10.20956/maritimepark.v1i1.19946","url":null,"abstract":"Corrosion is one of the most common causes of damage to mooring buoys due to oxidation on the surface of the steel plate. The purpose of this study was to determine the need and placement of cathodic protection as well as the costs required in procuring cathodic protection on moorings buoy using the rules of BKI (Indonesian Classification Bureau) and DNV (Det Norske Veritas Industry Norway). In the cathodic protection system there are two methods of cathodic protection, namely Sacrificial Anode Cathodic Protection (Sacrificial Anode) and Impressed Current Cathodic Protection (ICCP). In this study, the sacrificial anode method was used because the installation is simpler so it does not require special skills and the anode connector is cathodic protected. Mooring buoy with a height of m, a diameter of meters with a cathodic protection design life of 5 years. The anode used in this study is an anode with a Longated flush-mounted Z9.0H1 (Welded Type) with dimensions of 355 x 85 x 45 mm. From the results of this study, it was found that the total anode mass needed to protect the mooring buoy is 26.95 kg with the installation distance between the anodes on the topside hull plate is 34.557 m and the bottom swim hull plate is 47.123 m and the estimated cost required to provide mooring buoy is IDR 4,284,900.","PeriodicalId":212685,"journal":{"name":"Maritime Park : Journal of Maritime Technology and Society","volume":"95 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-02-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"133481396","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}