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                <text>Taylor's problem - Influences on the spatial distribution of real and virtual amphidromes</text>
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                <text>The role of non-linear terms in the shallow water equation with the application in three-dimensional tidal model of the Malacca Strait and Taylor's problem in low geographical latitude</text>
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                <text>Iskandar, Taufiq</text>
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                <text>The simulation of Bay of Bengal (included Andaman Sea) has been done. This investigation used equation of motion (Navier-Stokes equation).  The equation of motion was solved by means of Hamburg Shelf Ocean Model (HAMSOM). The analysis is done for the year of 2007. The National Centers for Environmental Prediction (NCEP) data for year of 2007 is used to force the Bay of Bengal.  The sea surface temperature (SST) and sea surface salinity (SSS) have been obtained and analyzed. The highest SST occurs in April 2007, while the lowest SST occurs in October 2007. The pattern of SST depends on the wind vector. From January untill June 2007, the SSS pattern is a west-east pattern. The SSS value is lower in the east and higher in the west. From July untill December, the higher value of SSS is generally in the middle of the Bay of Bengal. Generally, the value of SSS is higher in July and August, while in December and January the value of SSS is lower. Some results have been compared and consistent with the study of Vinayachandran dan Kurian (2008) and Vinayachandran and Yamagata (1998).</text>
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                <text>http://jurnal.unsyiah.ac.id/AICS-SciEng/article/view/1964</text>
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                <text>Syiah Kuala University</text>
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                <text>http://jurnal.unsyiah.ac.id/AICS-SciEng/article/view/1964/1918</text>
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                <text>Proceedings of The Annual International Conference, Syiah Kuala University - Life Sciences &amp; Engineering Chapter; Vol 1, No 2 (2011): Engineering</text>
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                <text>2089-208X</text>
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                <text>Simulation of sea surface temperature (SST) and sea surface salinity (SSS) in the Bay of Bengal</text>
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                <text>Rizaldi Syahputra</text>
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                <text>ABSTRAKJaringan nirkabel merupakan teknologi yang mempunyai fleksibilitas yang tinggi dan memungkinkan terjadinya komunikasi tanpa koneksi fisik antara satu atau lebih peralatan melalui udara bebas sebagai perantara dengan menggunakan gelombang elektromagnetik. Beacons adalah jumlah pengumuman paket yang dikirim oleh AP, setiap jalur akses mengirimkan sekiar 10 Beacon perdetik dengan waktu terendah 1 milidetik (1M). Beacon Interval memiliki range berbeda pada masing-masing AP, default angka Beacon Interval 100 milisecond (ms). Pada penelitian ini dilakukan dilakukan pengujian serangan pada angka Beacon Interval menggunakan serangan Brute Force pada AP yang memiliki protrokol Wi-Fi Protected Setup (WPS). Access Point (AP) yang dilakukan pengujian serangan memilki range  Beacon Interval 200 sampai 1000 ms. Pengujian serangan dilakukan terhadap angka Beacon Interval 200 ms, 400 ms. 600 ms, 800 ms dan 1000 ms. Masing-masing dilakukan pengujian serangan sebanyak 2 (dua) kali pengujian. Pada penelitian ini AP yang digunakan untuk melakukan pengujian serangan adalah TP-LINK TD-W8151N dan D-LINK Model DAP-1360.Hasil yang didapat pada penelitian ini, semakin besar angka Beacon Interval pada AP maka paket Beacons yang dikirimkan oleh AP semakin kecil. Dan untuk Beacon Interval yang kecil paket Beacons  yang dikirimkan semakin panjang. Untuk prose lamanya waktu penyerangan terhadap angka Beacon Interval waktu yang paling cepat melakuakn serangan adalah Beacon Interval yang kecil.Sedangkan Beacon Interval yang besar waktu yang dibutuhkan cukup lama dalam melakukan serangan. Pada pengujian terhadap D-LINK DAP-1360 serangan Brute Force gagal membongkar keamanan WPS disebabkan waktu pengujian sangat lama dan tidak  dapat diselesaikan. Kata kunci: Beacon Interval,Wi-Fi Protected Setup,Access Point,Brute Force</text>
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                <text>http://etd.unsyiah.ac.id//index.php?p=show_detail&amp;id=3890</text>
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                <text>PENGARUH BEACON INTERVAL TERHADAP SERANGAN BRUTE FORCE PADA PROTOKOL WI-FI PROTECTED SETUP(WPS)</text>
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                <text>rizaldo yan sasra</text>
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                <text>Penelitian ini bertujuan untuk mengetahui pengaruh kompetensi, pendidikan dan pelatihan serta penempatan pegawai terhadap pengembangan karir dan dampaknya terhadap kinerja pegawai Sekretariat Daerah Provinsi Aceh. Populasi penelitian ini adalah keseluruhan pegawai yang bekerja pada Sekretariat Daerah Provinsi Aceh yang berjumlah 140 pegawai. Penelitian ini menggunakan metode sampel. Metode analisis yang digunakan adalah teknik Analisis Jalur (Path Analysis) yang dioperasikan melalui program SPSS. Hasil penelitian menunjukkan bahwa kompetensi, pendidikan dan latihan serta penempatan pegawai berpengaruh secara simultan dan signifikan terhadap pengembangan karir  dan juga terhadap kinerja pegawai Sekretariat Daerah Aceh. Hubungan   antara  Kompetensi, Pendidkan dan pelatihan  serta Penempatan pegawai secara bersama-sama memiliki pengaruh yang signifikan terhadap Kinerja Pegawai Setda Aceh.  Pengembangan Karir terhadap Kinerja Pegawai Setda Aceh, juga menunjukkan pengaruh positif dan signifikan. Implikasi dari penelitian ini adalah apabila manajemen Sekretariat Provinsi Aceh, ingin meningkatkan kinerjanya, maka yang harus dilakukan selain meningkatkan Pengembangan Karir, adalah memperbaiki kualitas Penempatan Pegawai, agar para pegawai yang bekerja menjadi lebih nyaman dan senang, dibandingkan dua variabel lain yaitu Kompetensi serta Pendidikan dan Pelatihan.</text>
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                <text>http://etd.unsyiah.ac.id//index.php?p=show_detail&amp;id=12285</text>
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                <text>PENGARUH KOMPETENSI, PENDIDIKAN DAN PELATIHAN SERTA PENEMPATAN PEGAWAI TERHADAP PENGEMBANGAN KARIR DAN DAMPAKNYA PADA KINERJA PEGAWAI SEKRETARIAT DAERAH ACEH</text>
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                <text>Rizaldy Hanifa</text>
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                <text>2014</text>
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                <text>Banda Aceh</text>
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                <text>SKR</text>
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                <text>http://etd.unsyiah.ac.id//index.php?p=show_detail&amp;id=12582</text>
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                <text>Fakultas Keguruan dan Ilmu Pendidikan</text>
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                <text>SPEAKING - APPLIED LINGUISTICS</text>
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                <text>TEACHING METHODS</text>
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              <elementText elementTextId="49954">
                <text>Rizalihadi, Maimun; Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala</text>
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                <text>Fauzi, Amir; Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala</text>
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                <text>Tanzil, Reza; Dinas Pengairan Aceh</text>
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                <text>Abstract: Irrigation efficiency is the number ratio of the  amountof irrigation water is used for the real needs of plant growth with the amount of water out from intake. Irrigation efficiency assumption based portion of the amount of water taken will be lost either on canals or in the rice fields. Values of irrigation efficiency specified in the plan is too high so that the implementation of the water provided is not enough given to areas downstream. The research was conducted at the Main Canals Right Pandrah until tertiary canals PKN3 T1 at Regional Irrigation District Pandrah Bireun is by measuring inflow and outflowthe canals by using current meter, to measure by using class A pan evaporation while the seepage measurement by the method of ponding. From the research results will be obtained efficiency will be obtained efficiency value of 87.50% of primary canals, secondary canals of 80.01% and 76.13% for the tertiary canals to obtain the value of the efficiency of irrigation system in the Canals Main Right Pandrah of 50.30%. Value efficiency ebove shows that there has been a shortage of 11.70% of the value of the efficiency plan by 65%. Water loss was causwd by the canals that has been broken, illegal tapping along the canals, domestic household use, complementary building of irrigation and evaporation. Need for reconsideration of the discharge plan taking on the intake for the distribution of irrigation water shall be adjusted to the actual value of efficiency in the field.Keywords : irrigation efficiency, water loss, evaporation, seepageAbstrak: Efisiensi irigasi adalah angka perbandingan dari jumlah air irigasi nyata yang terpakai untuk kebutuhan pertumbuhan tanaman dengan jumlah air yang keluar dari pintu pengambilan (intake). Efisiensi irigasi didasarkan asumsi sebagian dari jumlah air yang diambil akan hilang baik di saluran maupun di petak sawah. Nilai efisiensi irigasi yang digunakan di Indonesia selama ini ternyata jauh lebih besar dari beberapa negara di Asia. Inilah permasalahan yang menyebabkan kemungkinan kegagalan dari proyek yang ada di daerah kita dimana nilai efisiensi irigasi yang ditetapkan dalam perencanaan terlalu tinggi sehingga pada pelaksanaan air yang diberikan tidak cukup diberikan pada daerah hilir. Penelitian ini dilakukan di Saluran Induk Pandrah Kanan sampai dengan saluran tersier Pkn. 3 T1 pada Daerah Irigasi Pandrah yaitu dengan mengukur debit masuk dan debit keluar pada saluran dengan menggunakan alat pengukur kecepatan arus (current meter), untuk mengukur evaporasi dengan menggunakan panci evaporasi kelas A sedangkan pengukuran rembesan dilakukan dengan metode teknik Ponding. Dari hasil penelitian akan diperoleh nilai efisiensi saluran primer sebesar 87,50%, saluran sekunder sebesar 80,01% dan saluran tersier sebesar 76,13% sehingga diperoleh nilai efisiensi jaringan irigasi pada Saluran Induk Pandrah Kanan sampai dengan saluran tersier Pkn. 3 T1 sebesar 50,30%. Nilai efisiensi di atas menunjukkan bahwa telah terjadi kekurangan sebesar 11,70% dari nilai efisiensi rencana sebesar 65%. Kehilangan air tersebut disebabkan karena saluran yang telah mengalami kerusakan, adanya sadap-sadap liar disepanjang saluran, penggunaan domestik rumah tangga, bangunan pelengkap irigasi dan evaporasi. Perlu adanya peninjauan kembali terhadap debit rencana di pintu pengambilan (intake) untuk pembagian air irigasi agar disesuaikan dengan nilai efisiensi aktual di lapangan.Kata kunci : efisiensi jaringan irigasi, kehilangan air, evaporasi, rembesan.</text>
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                <text>http://jurnal.unsyiah.ac.id/JTS/article/view/878</text>
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                <text>eng</text>
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                <text>http://jurnal.unsyiah.ac.id/JTS/article/view/878/815</text>
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              <elementText elementTextId="49974">
                <text>Jurnal Teknik Sipil; Vol 1, No 3 (2012): Volume 1, Nomor 2, Mei 2012; 279 - 290</text>
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              <elementText elementTextId="49976">
                <text>2088-9321</text>
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            <name>Title</name>
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                <text>ANALISA EFISIENSI JARINGAN IRIGASI DAERAH IRIGASI PANDRAH KABUPATEN BIREUEN</text>
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          <element elementId="39">
            <name>Creator</name>
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              <elementText elementTextId="50387">
                <text>Rizalihadi, Maimun; Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala</text>
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              <elementText elementTextId="50388">
                <text>Fatimah, Eldina; Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala</text>
              </elementText>
              <elementText elementTextId="50389">
                <text>Nazia, Lia; Alumni Magister Teknik Sipil Unsyiah</text>
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          <element elementId="40">
            <name>Date</name>
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            <elementTextContainer>
              <elementText elementTextId="50391">
                <text>2012-01-01</text>
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          <element elementId="41">
            <name>Description</name>
            <description>An account of the resource</description>
            <elementTextContainer>
              <elementText elementTextId="50393">
                <text>Abstract: Land and water is one of the major natural resource which has an important role for human life. Exploitation of Land use in catchment areas that do not correspond to its carrying capacity or ignore the rules of conservation of soil and water will cause the damage of the land. One of these is degradation due to erosion processes. Erosion can lead to loss of topsoil (top soil) and nutrient elements essential for plant growth. Continuous erosion will also lead to increased sediment transport in rivers or reservoirs that disrupt the capacity of land and water balance of river or reservoir.  At present, land erosion is estimated using USLE method. This method is only limited to the erosion in the form of sheet erosion. The purpose of this study is to determine the influence of rill density on the rate of soil erosion. The research was conducted at the Laboratory of Hidrotechnics, Faculty of Engineering, University of Syiah Kuala,  using test plots of 150 cm length, 80 cm width and 20 cm height planted with elephant grass (Penisetum purpureum). The intensity of the artificial rain was made using a rainfall simulator. Soil erosion is measured at each treatment slope (0o, 10o and 20o), the intensity of rainfall (37.5, 50 and 62.5 mm per 5 minute durations) and rill density (0; 1; 2; and 3 m/m2). The results indicate that increasing rill density can increase the soil erosion compare to USLE method. Therefore, it is necessary to enter the rill density coefficient in the equation when estimating erosion using USLE equation.Keywords : soil erosion, sheet erosion, rill density, USLE, MUSLE, Penisetum purpureum, Rainfall Simulator.Abstrak: Salah satu sumberdaya alam  yang mempunyai peranan penting bagi kehidupan manusia adalah tanah dan air. Penggunaan lahan di daerah tangkapan yang tidak sesuai dengan daya dukungnya atau mengabaikan kaidah-kaidah konservasi tanah dan air akan menyebabkan kerusakan dari lahan tersebut. Salah satu akibat yang ditimbulkan adalah degradasi lahan akibat proses erosi oleh air. Erosi dapat menyebabkan hilangnya tanah lapisan atas (top soil) dan unsur-unsur hara yang sangat penting bagi pertumbuhan tanaman. Erosi secara kontinyu juga akan menyebabkan peningkatan angkutan sedimen pada sungai atau waduk sehingga mengganggu daya dukung tanah dan keseimbangan air disungai atau waduk. Selama ini untuk memperkirakan erosi lahan digunakan metode USLE. Metoda ini hanya terbatas pada erosi dalam bentuk lembar (sheet erosion). Tujuan dari penelitian ini adalah untuk mengetahui sejauh mana pengaruh kehadiran alur (rill) terhadap laju erosi lahan. Penelitian ini dilakukan di Laboratorium Hidroteknik, Fakultas Teknik Universitas Syiah Kuala dengan menggunakan plot uji dengan ukuran: panjang 150 cm x lebar 80 cm x tinggi 20 cm yang ditanami rumput gajah (Penisetum purpureum). Intensitas hujan buatan dibuat dengan menggunakan alat rainfall simulator. Erosi lahan diukur pada setiap perlakuan kemiringan lahan (00, 10o dan 20o), intensitas hujan (37,5; 50; dan 62,5 mm dengan durasi hujan selama 5 menit) dan kerapatan alur (0; 1; 2; dan 3 m/m2). Hasil penelitian menunjukkan bahwa erosi lahan mengalami peningkatan dengan meningkatnya kerapatan alur jika dibandingkan dengan estimasi USLE. Untuk itu, maka diperlukan untuk memasukkan koefisien kerapatan alur pada saat mengestimasi erosi dengan persamaan USLE.Kata kunci : erosi lahan, sheet erossion, rill, USLE, Penisetum purpureum, Rainfall Simulator.</text>
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                <text>http://jurnal.unsyiah.ac.id/JTS/article/view/796</text>
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                <text>eng</text>
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              <elementText elementTextId="50399">
                <text>Jurnal Teknik Sipil</text>
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              <elementText elementTextId="50401">
                <text>http://jurnal.unsyiah.ac.id/JTS/article/view/796/736</text>
              </elementText>
            </elementTextContainer>
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            <name>Source</name>
            <description>A related resource from which the described resource is derived</description>
            <elementTextContainer>
              <elementText elementTextId="50403">
                <text>Jurnal Teknik Sipil; Vol 1, No 2 (2012): Volume 1, Nomor 2, Januari 2012; 215 - 226</text>
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              <elementText elementTextId="50405">
                <text>2088-9321</text>
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            <name>Title</name>
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                <text>KALIBRASI METODE USLE DALAM ESTIMASI EROSI AKIBAT KEHADIRAN ALUR (RILL) PADA SUATU LAHAN YANG DITANAMI RUMPUT GAJAH (PENISETUM PURPUREUM)</text>
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            <name>Creator</name>
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              <elementText elementTextId="50947">
                <text>Rizalihadi, Maimun; Staf Pengajar Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala</text>
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              <elementText elementTextId="50949">
                <text>Fauzi, Amir; Staf Pengajar Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala</text>
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              <elementText elementTextId="50951">
                <text>Syahdi, Iwan; Alumni Magister Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala</text>
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            <name>Date</name>
            <description>A point or period of time associated with an event in the lifecycle of the resource</description>
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              <elementText elementTextId="50953">
                <text>2013-01-01</text>
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          <element elementId="41">
            <name>Description</name>
            <description>An account of the resource</description>
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                <text>Abstract: Irrigation efficiency is based on an assumption that part of the amount of water taken will be lost either in the channel or in the field. Irrigation efficiency values specified in the planning and use in Indonesia are greater than some countries in Asia. Hence, in the implementation is the amount of water given not adequateto the field. A large amount of operational water discharge for field processing and paddy growth period on Growing Season 2 (MT) in Pandrah Irrigation undergoes water shortage. Therefore, the tertiary field of Right 3 Tertiary 1 Pandrah Building (BPKn3T1) receives less water. Due to the issue, a research was conducted about distrbuting of irrgation for paddy crop. It was conducted on BPKn3T1 field with 0.12 Ha of the total areas. The measurement of evaporation, evapotranspiration, percolation, effective rainfall and surface runoff used drum technique. To find out the daily rainfall, the researchers used an ordinary pluviometer. Inflow-outflow method was carried on to know the irrigation discharge on the plot of rice field. Based on the research, it is obtained the efficiency values on plot of  rice field (Ea) is 44.50% and total efficiency of  D.I Pandrah is 28.93%. Operational efficiency (Eo) is 37.50%. It shows that the wastage of irrigation water   distribution is 18.66%. In brief, it is necessary to go over the distribution of irrigation water disharge in order to be adjusted to the actual efficiency values in the field.Keywords : irrigation efficiency on  the plot of rice field, distribution of water irrigation, drum technique.Abstrak: Efisiensi irigasi didasarkan asumsi sebagian dari jumlah air yang diambil akan hilang, baik di saluran maupun pada petak sawah. Nilai efisiensi irigasi yang ditetapkan dalam perencanaan dan digunakan di Indonesia lebih besar dari beberapa negara di Asia, sehingga pada pelaksanaan air yang diberikan tidak cukup diberikan pada petak sawah. Besarnya pemberian debit  operasional  untuk pengolahan lahan dan masa pertumbuhan padi pada Musim Tanam (MT) 2 Daerah Irigasi Pandrah mengalami kekurangan air, sehingga pada petak tersier Bangunan Pandrah Kanan 3 Tersier 1 (BPKn3T1) kurang mendapatkan air irigasi. Sehubungan dengan permasalahan tersebut maka dilakukan penelitian pemberian air irigasi dan mengevaluasi efisiensi irigasi pada petak sawah guna memenuhi kebutuhan air irigasi untuk tanaman padi. Penelitian ini dilakukan pada petak sawah BPKn3T1 dengan luas sawah 0.12 Ha. Pengukuran evaporasi, evapotranspirasi, perkolasi, curah hujan efektif dan surface runoff menggunakan metode teknik drum.  Untuk mengetahui  curah hujan harian menggunakan alat penakar curah hujan biasa. Metode inflow-outflow  dilakukan untuk mengetahui debit irigasi pada petak sawah. Dari hasil penelitian diperoleh nilai efisiensi pada petak sawah (Ea) sebesar 44.50 % dan efisiensi total D.I Pandrah 28.93 %. Efisiensi operasional (Eo)  sebesar 37.50 %, hal ini menunjukan pemborosan pemberian  air irigasi sebesar 18.66 %. Perlu adanya peninjauan kembali terhadap debit rencana pemberian  air irigasi agar disesuaikan dengan nilai efisiensi aktual di lapangan.Kata kunci : efisiensi irigasi pada petak sawah, pemberian air irigasi, teknik drum.</text>
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                <text>http://jurnal.unsyiah.ac.id/JTS/article/view/1028</text>
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            <description>A language of the resource</description>
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                <text>eng</text>
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            </elementTextContainer>
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                <text>http://jurnal.unsyiah.ac.id/JTS/article/view/1028/969</text>
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            <description>A related resource from which the described resource is derived</description>
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              <elementText elementTextId="50965">
                <text>Jurnal Teknik Sipil; Vol 2, No 2 (2013): Volume 2, Nomor 2, januari 2013; 191 - 202</text>
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              <elementText elementTextId="50967">
                <text>2088-9321</text>
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            <description>A name given to the resource</description>
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                <text>STUDI EFISIENSI IRIGASI PADA PETAK SAWAH DI DAERAH IRIGASI PANDRAH</text>
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Pertemuan penting ini dilaksanakan di Ruang Rapat Rektor USK, dihadiri langsung oleh Rektor Prof. Marwan dan Wakil Rektor sebagai representasi Pemegang Saham Pengendali, serta jajaran Direktur Utama Rizalsyah, Komisaris Syaifullah Muhammad, staf GMU, dan staf dari Direktorat Bisnis dan Dana Lestari (DBDL) USK.&#13;
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