The Eksperimentation Study of Wave Transmission Trough Type Of Hollow Cube Breakwater

Erosion that occurs in break water by wave sand currents is a serious problem along coastal and inland shore [1]. This study aimed to assess the effect of the model height (Hm) and the pole density on the model on the reduction of the wave height and on the relationship between the non-dimensional parameter. The research was experimental with 2D physical model simulation which was conducted in the laboratory of Marine Engineering Faculty, Hasanuddin University. Several of configurations of Hollow-type breakwater models were made with different densities and model heights. The model scale use was 1:10 for the three model variations ((M1KB, M2KB, and M3KB) with the variations of the periods and of the wave height, at 0,25 m water depth. The research results indicated that the parameters which showed significant effects were the model height and the model density. These parameters showed the t

Pengujian Mekanik dan Biodegradabilitas Plastik Biodegradable Berbahan Baku Pati Bonggol Pisang dengan Penambahan Kitosan, Sorbitol, dan Minyak Kayu Manis

<p>Biodegradable plastic is an alternative to conventional plastic which has been very difficult to degrade and causes environmental pollution. Biodegradable plastic raw materials come from plants or plant wastes, so they are easily degraded by the environment and the utilization of waste becomes more efficient. The general objective of this study is to obtain the characteristics of plastics that meet the standards by varying the concentration of the materials used. This study used Kepok banana hump starch with variations in the concentration of chitosan, sorbitol, and cinnamon oil. The variable used is the ratio of weight of starch and water (1: 5). The concentration of chitosan nanoparticles was 0.25%, 0.5%, and 0.75%, sorbitol concentrations were 2 ml, 4 ml, and 6 ml, and the concentration of cinnamon was 0%, 0.5%, and 1%. Tests carried out are tensile strength, elongation of break, water absorption, and biodegradability. The best tensile strength results are 19.6 MPa, the best elongation is 47.69%, the highest water absorption is 53.77% and the lowest is 22.63%, and the complete degradation takes the longest time of 77 days.</p>

Analisis Perencanaan Break Water Dalam Penanganan Sedimentasi Pantai Di Desa Botubarani

Botubarani Beach is a coastal tourist attraction that has activities that can stimulate economic growth for people who are on the coast. Research and identification of the handling of natural phenomena in the shoreline is needed to provide the right handling solution in order to avoid increasing the level of more severe damage. The purpose of this study is to analyze and plan the types and dimensions of the right coastal protection building at Botubarani Beach. Beach buildings are used to protect the coast against damage caused by wave and current attacks. Coastal buildings are classified into three groups according to their function, ie construction constructed on shore and parallel to the shoreline (revetment), constructed on a straight coastal and coastal (groin and jetty) constructions constructed offshore and approximately parallel to the coastline (breakwater). The results of data analysis and calculation found that the building that will be used to handle sedimentation in Botubarani Beach is a break water building with the type of building that is rubble mount. Plate water level elevation is 1,694 m and for selected tetrapod protected layer.

Prediksi Perubahan Arus Akibat Reklamasi pada Pangkal Breakwater Barat Pelabuhan Tanjung Emas Semarang dengan Pendekatan Model Matematik

Kebutuhan lahan dan dermaga, Pelindo III Tanjung Emas Semarang berencana melakukan reklamasi seluas 22,02 Ha menempel di sebelah barat pangkal break water barat pelabuhan. Daratan baru hasil reklamasi akan merubah bentuk garis pantai, maka dipastikan akan merubah pola arus yang selanjutnya berakibat pada pola transport sedimen dan sedimentasinya. Penelitian ini bertujuan untuk mempredikasikan pengaruh reklamasi tersebut di atas terhadap pola arus di perairan sekitar Pelabuhan Tanjung Emas Semarang, sehingga dapat dilakukan antisipasi dampak lanjutan yang mungkin terjadi. Metode yang digunakan dalam penelitian ini adalah metode kuantitatif denganpendekatan pemodelan matematis. Data arus diperoleh melalui pengukuran menggunakan ADCP dan data pasut diperoleh dari pengamatan palem pasut. Sedangkan data batimetri diambil dari data hasil pengukuran yang dilakukan oleh Pelindo III sebelumnya.Model hidrodinamika yang digunakan dalam penelitian ini adalah model POM (the Princeton Ocean Model) untuk kasus model 2D. Hasil penelitian menunjukan pola arus di perairan pelabuhan Tanjung Emas dan sekitarnya dipredikasikan tidak mengalamai perubahan yang signifikan dengan adanya reklamasi seluas 22 Ha di pangkal break water barat pelabuhan tersebut. Namun demikian arus menjadi sangat lambat hingga kurang dari 0,1 m/det tepat disisi barat lahan reklamasi sehingga berpotensi terjadinya sedimentasi di lokasi tersebut. Demikian juga tepat di sebelah timur lahan reklamasi, arus saat pasang masuk ke kolam labuh dengan kecepatan 0,2 m/det dan keluar saat surut dengan kecepatan 0,06 m/det sehingga berpotensi terjadi sedimentasi di sisi barat kolam labuhKata Kunci: Pelabuhan, Pelindo, Arus, Reklamasi, Tanjung MasPelindo III Tanjung Emas Semarang planned reclamation area of 22.02 ha on the west base of the west break water to Tmeet the needs of the land and pier. The new land reclamation will change the coastline, then it certainly will change the current pattern which in turn resulted in sediment transport and sedimentation patterns. The research was conducted to determinethe reclamation effect to the current in the waters around the Tanjung Emas Port Semarang, so it can be anticipatted the continued impact that may occur. The method used in this research is quantitative method with a mathematical modeling approach. Current was measured using ADCP and the tide was observed by tide gauge While the bathymetric taken from data which measured by Pelindo III earlier. Hydrodynamic model used in this study is a model POM (the Princeton Ocean Model) for the case of 2D models. The results showed that the current in the waters of Tanjung Emas harbor and surrounding predicated not experiencing a significant change in the reclamation area of 22 hectares at the base of the break water west of the port. However, the current becomes very slow to less than 0.1 m / s in the west side of reclaimed land, so it potential occurrence of sedimentation in these locations. Likewise, just east of land reclamation, the current flows into the pond at a speed of 0.2 m / s and out with a speed of 0.06 m / s, so it potential occurrence of sedimentation.Keywords: Port, Pelindo, Currents, Reclamation, Tanjung Mas