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PERILAKU KOMUNIKASI MASYARAKAT DAN APARATUR DALAM MENDUKUNG KOTA PARIAMAN SEBAGAI KOTA WISATA Arif, Ernita; Darwis, Yuliandre; Lestari, Yayuk; Rinaldi, Rinaldi
PROSIDING KOMUNIKASI PROSIDING : AKSELERSI PEMBANGUNAN MASYARAKAT LOKAL MELALUI KOMUNIKASI DAN TEKNOLOGI INFORMASI (BUKU
Publisher : PROSIDING KOMUNIKASI

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Abstract

Kota Pariaman merupakan salah satu kota di Provinsi Sumatera Barat yang terus giat berbenah dan membangun. Dengan keterbatasan sumber daya tambang, lahan perkebunan ataupun pertanian yang dimiliki, sudah sangatlah tepat Kota Pariaman memiliki visi dengan salah satu fokus pembangunan menjadikan Kota Pariaman Sebagai Kota Tujuan Wisata. Untuk membangun suatu daerah dibutuhkan tiga pilar utama yaitu masyarakat, pemerintah, dan swasta. Tidak terkecuali juga bagi Kota Pariaman, guna mencapai visi Pariaman sebagai kota wisata diperlukan kerja keras dari ketiga pilar tersebut untuk membangun citra positif, keamanan dan kenyamanan bagi para wisatawan yang datang berkunjung, disamping sinergi yang kuat dan saling mengisi. Penelitian ini bertujuan untuk menganalisis perilaku komunikasi masyarakat dan aparatur dalam mendukung Kota Pariaman sebagai kota wisata. Penelitian dilakukan dengan menggunakan metode kualitatif dengan jenis analisis deksriptif. Informan dalam penelitian ini adalah masyarakat dan aparatur di kota Pariaman. Teknik pengumpulan data dalam penelitian ini dilakukan dengan observasi, wawancara, dan dokumentasi. Untuk analisis data dilakukan dengan teknik analisis milik Miles dan Huberman. Hasil penelitian menunjukkan bahwa perilaku komunikasi komunikasi masyarakat dan aparatur berupa perilaku komunikasi verbal dan non verbal. Masyarakat masih belum mengoptimalkan kemampuan berkomunikasi dalam mendukung kota pariaman sebagai kota wisata. Kata kunci : Perilaku Komunikasi verbal dan nonverbal , Kota Pariaman, Pariwisata
Pengaruh Pasang Surut Terhadap Fluktuasi Muka Air Dengan Pintu Ambang Tetap (Studi Kasus: Desa Bantan Tengah Kabupaten Bengkalis) Putra, Alfis; Siswanto, Siswanto; Rinaldi, Rinaldi
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 4, No 2 (2017): Wisuda Oktober Tahun 2017
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Abstract

The irrigation system in fields at Bantan Tengah Village, Bengkalis Regency not be function maximally. It seens from the inability of the irigation channel and sluice to flow the discharge. The flood occured the paddy field around the research location become overflow. Flood analysis do with evaluate the dimension of channel and sluice then compare it with the discharge which count by Rational Method. Channel dimension analysis count by software HEC-RAS 4.0. The profile analysis do with 4 types of simulation of two return period, which is 5 years and 10 years. Result of the research show in existing condition known maximum high of the overflow occured for frequently 5 years is 72 cm at tide and 78 cm at wave then for frequently 10 years is 77 cm at tide and 82 cm at wave. The modification accomplish by change the dimension of width bottom the channel from 0,8 m to 1,5 m so it be able to overcome the flood maximally.Keywords: Flood, Rational Method, HEC-RAS 4.0
Imulasi Pengendalian Banjir Pada Perkebunan Kelapa Di Sungai Undan (Studi Kasus: Desa Sei Undan Kabupaten Indragiri Hilir) Purba, Hindra Adi Putra; Siswanto, Siswanto; Rinaldi, Rinaldi
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 4, No 2 (2017): Wisuda Oktober Tahun 2017
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Abstract

The coconut plantation area on the banks of the Undan river is not function optimally. It can be seen from the inability of the river in flowing runoff discharge. The floods caused many dead coconut trees and disrupted the activities of residents in Sei Undan Village. Flood simulation analysis is done by analyzing the capacity of the river channel and comparing the calculated discharge it with rational method. Analyze channel calculation using HEC-RAS 4.1.0 software. Profile analysis is done by dividing into 2 river channels that reach A and B with 3 different reset times, is 5 years, 10 years, and 25 years. The result of this research can be seen that the existing condition with maximum height in reach B is 30 cm for return periode of 5 years, 30 cm for return periode of 10 years and 30 cm for return periode of 25 years and to reach A that is 19 cm for return periode of 5-years, 34 cm for return periode of 10 years, and 27 cm for return periode of 25 years. Simulation by constructing a levee on the riverbank by looking for Maximum inundation height with a higher levee size than the maximum inundation.Keywords: Flood, Rational Method, HEC-RAS 4.1
Simulasi Gelombang Di Pantai Bengkalis Dengan Menggunakan CADMAS-SURF Defarian, Alvin; Sutikno, Sigit; Rinaldi, Rinaldi
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 4, No 2 (2017): Wisuda Oktober Tahun 2017
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Bengkalis Coast has been attacked by abrassion process and needs to be restored as before with mangrove restoration. The purpose of this study is to analyze the characteristics of sea waves and to analyze the condition of the coast for conducive of mangrove restoration. The method used is wave simulation by some alternative cases which is processed using CADMAS-SURF. The area of study was focused in Selat Baru Coast, northern part of Bengkalis Island. The results show that Selat Baru coast has a significant wave height of1,396 m and a period of 5,572 seconds. Protected coastal areas of the breakwater is a conducive condition for mangrove restoration.Keyword: wave simulation, bengkalis coast, CADMAS-SURF
Model Laboratorium Pola Aliran Pada Krib Impermeable Terhadap Variasi Debit Dan Posisi Krib Di Sungai Berbelok Hasibuan, Bangun Sugito Riski; Mudjiatko, Mudjiatko; Rinaldi, Rinaldi
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 4, No 1 (2017): Wisuda Februari Tahun 2017
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Abstract

Crib is building cross river that serves as building steering flow to protect riverbanks from attacks the current flows. Model laboratory used to demonstrate the phenomenon of pattern flows that occur around the crib at the maender. Crib models used in this study is crib type impermeable with dimensions of length 0.15 m, width 0.03 m and high 0.15 m. The flow rate used is 0.00134 m3 / sec (Q1), 0.00298 m3 / sec (Q2) and 0.0056 m3 / sec (Q3). Position crib used is 0 ° (S1), 15 ° (S2) and 30 ° (S3) to turn the corner. Distance between crib is 30 cm and the configuration crib angle of 135 ° tothe wall outside of the turn. The pattern flows at each position variation crib with debit Q1, vortex flow occurs in the space between the crib and crib with a radius lengthy of the vortexis relatively short. The pattern flows at each position variation crib with debit Q2, vortex flow occurs around the crib witha radius lengthy of the vortex is relatively modest. The pattern flows at each position variation crib with debit Q3, vortex flow occurs before at the crib, a space between the crib and crib with a radius lengthy of the vortexrelatively long. Overall,phenomenon the pattern flow of the most well occur indebit Q1 position crib S2.Keywords: patterns of flow, maender, crib type of impermeable
Fenomena Hidrolis Pada Pintu Sorong Fahmiahsan, Rosyadah; Mudjiatko, Mudjiatko; Rinaldi, Rinaldi
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 5, No 1 (2018): Wisuda April Tahun 2018
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Abstract

The sluice gate is a hydraulic structure that used for controlling the discharge on dam or irrigation canal. Their discharge coefficient depends on geometric and hydraulic parameters. Swamee (1992) presents two formulas for calculating the discharge coefficient (Cd) for free flow and submerged flow based on Henry’s Curve (1950). Laboratory models used to find out the flow phenomenon that was formed due to a difference in the edge shape of the sluice gate and increased gate base. The simulation done by varying the height of the gate opening (a) and the discharge (Q). The results of the study obtained the length of water jumps (Lj) formed on the sluice gate with edge 450 is longer than the sluice gate with edge 900. The discharge coefficient (Cd) value on the sluice gate with edge 450 is higher than the discharge coefficient (Cd) value on the gate with edge 900. The energy loss trendline (ΔE) obtained shows the value of ΔE increases with increasing h2/h1. The value of the critical flow coefficient range (Ckr) on the sluice gate with edge 450 and 900 increases with the increase in base height. The results of this study also add to the long trendline of previous research that has been done by Klaas (2009).Keywords: Discharge Coefficient, Energy Loss, Hydraulic Jump, Sluice Gate
Analisis Tinggi Tanggul Sebagai Bangunan Pengendali Banjir Menggunakan Metode HEC-RAS Fatharani, Aghnia; Sujatmoko, Bambang; Rinaldi, Rinaldi
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 5 (2018): Edisi 2 Juli s/d Desember 2018
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Abstract

The area located on the banks of the Sail River, especially the downstream part of the river is an area that hasthe potential to flood and puddle when the rainfall is high in the upper reaches and the influence of the high tideof the Siak river. Floods that occurred on the banks of the Sail River inundated several infrastructures such asroads and residential areas. Based on Antara (2017), in Bambu Kuning street, the village of Rajosari was hit bya puddle of Sail river as high as about 30-60 cm, while around the residential area the height of the water was20 cm. The stages of the research are analyzing the frequency of rainfall data first, then calculating the planneddischarge with Nakayasu HSS, then hydraulic modeling using the HEC-RAS Program, after the flood waterlevel is obtained, the embankment planning is carried out. Based on the results of the analysis of the Sail Riverflood height, it was found that the flood face elevation in the upstream river, cross section 61 (SC 61) is 7.91 mor 1.57 m from the left bank of the river and 1.51 m from the right bank of the river and elevation flood face inthe downstream, cross section 0 (SC 0) is 2.67 m or -2.85 m from the left bank and -1.77 m from the right bank(non-flood conditions). After normalization, the height of the embankment plan is an elevation of 5.5 m at sta 0+ 050, elevation of 7 m sta 0 + 150-sta 2 + 150 (2000 m), elevation of 7.5 m sta 2 + 200-sta 3 + 050 (850 m)thus the water level elevation in the Sail river has decreased ± 1 m.Keywords: flood, embankment, HEC – RAS
PENGARUH LATIHAN LADDER DRILL 2 IN LATERAL DAN PULL UP TERHADAP POWER OTOT LENGAN PADA ATLET PANJAT TEBING MAPATALA UNIVERSITAS TADULAKO Rinaldi, Rinaldi; Jumain, Jumain; Marhadi, Marhadi
Tadulako Journal Sport Sciences And Physical Education Vol 6, No 1 (2018)
Publisher : Tadulako University

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Abstract

Penelitian ini bertujuan untuk mengetahui tingkat kekuatan power otot lengan pada atlet panjat tebing Mapatala Universitas Tadulako. Metode penelitian yang digunakan adalah quasi experiment  dengan menggunakan 12 sampel yang cara penentuannya dilakukan dengan teknik puposive sampling. Berdasarkan penelitian yang dilakukan didapatkan hasil ladder drill 2 in lateral memiliki dampak yang positif terhadap power otot atlet. Kesimpulan  dalam penelitian ini adalah latihan ladder drill 2 in lateral dan pull up dapat mempengaruhi power otot lengan atlet panjat tebing Mapatala Universitas Tadulako.
Model laboratorium Kincir Air Untuk Irigasi Pertanian Putra, Riyon Andeska; Rinaldi, Rinaldi; Hendri, Andy
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 3, No 2 (2016): Wisuda Oktober Tahun 2016
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Abstract

Waterwheel comprises of giant wheel equipped with bamboo buckets which rotates due to water flow to lift water from the river to the higher elevation paddy field. The waterwheel model usedin this research was the undershoot water waterwheel. The waterwheel has 55 cm of diameter, 18 blades (6 cm-long and 6 cm-wide), and 1764 kg of weight. This research was done by varying the number and dimension of the boxes to obtain the waterwheel’s optimal number of boxes. The number of boxes variation was 6, 12, 18, 24, 30, and 36 boxes. The box quantity variation was 6.67 ml, 10.5 ml, and 16 ml. The water flow rate was not varied. The result of this research shows that the rotation rate of the waterwheel was affected by the velocity of water driving theblades. The number and volume of the boxes affect the rotation rate of the waterwheel. The maximum flow rate that could be lifted by the boxes was 474.44 ml/minute, 647.78 ml/minute,and 1083.33 ml/minute for type 1, 2, and 3 boxes, respectively.Keywords: model, waterwheel, undershoot
Simulasi Pengaruh Submerged Breakwater Terhadap Karakteristik Gelombang Almanna, Fajri; Sutikno, Sigit; Rinaldi, Rinaldi
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 5 (2018): Edisi 1 Januari s/d Juni 2018
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Abstract

Waves moved from sea to coast cause erosion on the shore. The purpose of this research is to simulate the effect of submerged breakwater on wave characteristics. The method used in this research was wave simulation with several variations of the wave period, the number of breakwater and the distance between two breakwaters. The simulation used was laboratory simulation and numerical method using CADMAS Surf 2D software. The results showed that the wave height decreased with the addition of breakwater and the addition of the distance between two breakwaters. Furthermore, the wave starts to change when Froude number (fr) = 2,8. Based on the simulation froude value is generated > 1 so it still less effective to preventing abrasion.Keywords : Submerged Breakwater, CADMAS Surf 2D, Characteristics of Wave
Co-Authors A.A. Ketut Agung Cahyawan W Ade Nurdin Adelia, Annissa Adelia, Vida Adriani, Azmalina Agus Ika Putra Agus Nugroho, Soewignjo Agustina, Anik Akhmad Khumaidi Akmal, Nasrol Al Firdaus, Al Firdaus Aldri Frinaldi Alfernando, Oki Alimin, Masnaini Alkhair, Hafidz Almanna, Fajri Alpikah, Yanah ANDALIA, RIZKI Andy Andy Andy Hendri, MT, Andy Angelia, Tina Angelina, Sindy Caesar Anis Nugrahawati Anisa, Anisa Marseli ANNISA HANDAYANI Antok Nurwidi Antara, Antok Nurwidi Aprilia, Berlian Ardella, Rachel Aria Indratama, Indrawan Arif Budiman Armini Syamsidi Ashary, Muhammad Asih Makarti Muktitama Asriana Sultan Asyhabul Khairi, Rizki Avriani, Siska Awfe, Qaulan Sadida Azzura, Nadia Bahar, Fetty Febriasti Bahar, Zulhaerana Bambang Sujatmoko Buchori Buchori, Buchori Bustamin Wahid Bustanur, Bustanur Cut Rozana Sari Daeng Ayub Damanik, Sandi Darmanto Darmanto Darwis, Yuliandre Defarian, Alvin Dessya Arahnur, Lara Dewi Purwati Diah Permatahati, Yuliastuti Dinar Tri Soelistyowati Dipura, Sami Kandha Dullah, Amin Dunda, Mohammad Adrian Dwi Ori Herdianto, Dwi Ori dwi, rachel Dwina, Dila Oktarise Dyah Kumalasari Edfi, Amelia Rahma Edy Ikhsan Effendi, Maya Syafriana Eka Putra Ekaputra, Mohammad Elan Eriswanto Elfariyanti, Elfariyanti Elianora - Eri Barlian Ernita Arif Eva Ayuzar, Eva Evi Martaseli Fahmiahsan, Rosyadah Fairuz, Firdha Jihan Fajria, Fara Fatharani, Aghnia Fatmawati Fatmawati Fauzi, Manyuk Fernando Firdaus, Venus Ferry Fatnanta Fetty Febriasti Bahar Fidella, Fidella Fito Fito Janua Putra Fitri, Wenni Fitriyani, Cindi Galih, Ira Garsia, Dafit giyartiningrum, RR Eko Gunawan Wibisono Gustin, Silvie Welya Habib, Bayu Darma Hadari, Ita Reinita Hakim Nasution, Lukman Hakim, Syahirman Hamzah, Mohd Isa Handika, Syusella Kalvi Haniah, St. Harly, Muhammad Riadhi Harnis, Emri Juli Haryon, Tri HASAN, ANI M. Hasibuan, Bangun Sugito Riski Hasibuan, Putra S Hema, Poramet Hendri Hendri Hendrika, Dhea Safira Herminda HS, Christnatalis Hul Hasanah, Sifa Husnadi, Andi Hutabarat, Febry Br Hutagalung, Winny Laura Hutagalung, Winny Laura Christina Ida Ayu Putu Sri Widnyani Ika Febriana Ilman, Dzulfanur Imron Imron, Imron Indratama, Aria Insani, Dea Putri Iqbal, Alifasa Irawansyah, Purnama Irfan, Riza Irfannur, Irfannur Irianto Irianto Irwanti, Novika Isa Hamzah, Mohd. Islami, Azizah Ismail, Lukman Ismeddyanto, Ismeddiyanto Ismet Ismatullah Isra, Adi Izwar, Akmal Jailani Jailani Jannah SB, Miftahul Janniba Arifah Jatmiko, Wahyu Tri Julnaidi, Julnaidi Jumain, Jumain Kamarullah, Reza Karta Negara Salam, karta Ketut Tirtayasa Koerniawan, Yani Kristin, Vyronika Kurnia, Victoria Gebby Kusairi, Muhammad Lely Indriaty Lestari, Yayuk Liya Lugita Sari Lubis, Haniah Luh Putu Ratna Sundari Mahmud Mahmud Marhadi Marhadi Maryani Maryani Mastura, Rizka Mestari, Nora Diah Mifta Fitriyana Miftahul Jannah Miftahurridho, A Muhammad Toha Mirfaturiqa, Mirfaturiqa Mohd. Winario Mudjiatko, Mudjiatko Muhamad Yusa Muhammad Afdal Muhammad Zakir Muhibuddin Muhibuddin, Muhibuddin Mukramin, Sam'un Muliari Muliari Murna Muzaifa Mustamin Ibrahim nanda, afri Nasir Hamzah Nasution, Armin Rahmansyah Nasution, Lukman Hakim Nisa, Larasita Iffatun Nopri Yanto Novita, Novia Nugroho, Cahyo Dwi Nurmalia Zakaria Nurmilah, Risma Nuur Aanisah Oringo, Vincent Pane, Rico Purnawandi Pasae, Panus Prasetya, Raynaldi Yudha Prasetya, Ririn Prasetyo Rakhmadi, Herlambang Dwi Pratama, Rizki pratama, Yhoga Pratiwi, Fony Purba, Elsa Hujlyn Purba, Hindra Adi Putra Putra, Alfis Putra, Yudhi Pramana Putri, Andini Ananda putri, Novalin Rafael Benediktus Manalu Rahim, Fatmawati Rahmadani, Fitri Nova Rahmaddeni Rahmaddeni Rahmatillah, Febriani Rahmayani, Amalia Nuri Rahmi Rahmi Ramadhanti, Nurul Ratnaningtyas, Endah Marendah Reni Anggriani, Reni Ricca, Randi Rangkuti Putra Ricca, Randi Rangkuti Putra Rifyal, Rifyal Rijal, Muhammad Rinjani, Azzahra Putri Riyon Andeska Putra, Riyon Andeska Roba’ah, Siti ROHANA ROHANA Rosmely, Wirna Rosnaini Daga Rossy Azhar S Siswanto Saeni, Agil Safrida Safrida Safrina , Safrina Safrina Safrina, Safrina Safrina, Yuni Dewi Sakinah, Alfin Salfen Hasri, Salfen Saphira, Tatu Nanda Saputra, Indrian Sari, Putri Gemala Satibi, Syawal Satrio, Rizky Sentosa, Endri Seteven, Billie Shabrina Shabrina, Shabrina Sharie, Barcha Yolandha Siahaan, Tegar Efraim Gilbert Simeru, Arden Siswo Pranoto Sitorus, Daniel Ganda Sohiron, Sohiron Soni Sopyan Hadi Subekti, Muhamad Nelwan Wahyuda Sukaton, Djatmiko Edi Sulaiman, Sri Sulistiana Supriyani, Yayan Surhaini Surhaini, Surhaini Sutikno, Sigit Sutisna Sutisna Sutrisno T Suwandaru, Rachman Suyitno Suyitno Suzanni, Mulia Aria Syafril Syafar Syamsul Arifin Syuratty Astuti Rahayu Manalu Talsi, Nadhila Putri Taufiqur Rahman, Taufiqur Tia Handani Tina Angelia Tresna Dewi Triati, Wepit Ulinsa, Ulinsa Umar Yusuf Umar, Iswandi Velicya, Putri Venita Sofiani Viareco, Hariestya wahyu, haditya Wahyuni, Deni Weriono Wiby, Alifeannisa Putri Widad Putri, Hana Wimeina, Yudhytia Yan Septian Yasmin, Annisa Yeney Widya Prihatiningtias Yohanna Lilis H Yurni Oktarina Yusdianto Yusdianto Yusnina, Yusnina Zarwinda, Irma Zikri, Ahmad