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                <text>DIRA YULIA</text>
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                <text>ANALISIS KANDUNGAN LOGAM TIMBAL (PB) PADA SEDIMENRNDAN AIR LAUT DI PELABUHAN BALOHANRNKOTA SABANG</text>
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                <text>DIRHAM YUSLI HAZAT</text>
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            <name>Date</name>
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                <text>2015</text>
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            <name>Description</name>
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                <text>Banda Aceh</text>
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                <text>http://etd.unsyiah.ac.id//index.php?p=show_detail&amp;id=12511</text>
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                <text>Fakultas FKIP</text>
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                <text>HUBUNGAN DAYA LEDAK OTOT TUNGKAI TERHADAP KEMAMPUAN MENENDANG DALAM SEPAKBOLA PADA SISWA PUTRA KELAS IX SMPN 1 LAWE ALAS KABUPATEN ACEH TENGGARA</text>
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                <text>Dirwan, Dirwan; Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala</text>
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                <text>Hasanah, Uswatun; Mahasiswa Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala</text>
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                <text>Abstract: The effective rainfall is calculated usually using the irrigation design standard KP 01.  In this study the effective rainfall calculation is based on the water balance concept. The goal’s study to determine the fields level effect toward the effective rainfall and to determine the amount of effective rainfall for rice in the study area. The case study is in the Blang Bintang village, Aceh Besar district. The data is used the fields level, planting season, rainfall, air temperature, relative humidity, wind speed and solar radiation. The average of the field level is 18 cms. Similarity test use “t” test statistical analysis. The proving hypothesis suggests that the fields level is affected the effective rainfall, into account the fields level at 80% probability of occurrence from 10,4 to 104,8 mm/month. The effective rainfall value is greater than the effective rainfall value is calculated is based on the KP 01 conceptsKeywords : effective rainfall, fields levelAbstrak: Perhitungan curah hujan efektif umumnya dilakukan berdasarkan standar perencanaan irigasi KP 01. Di dalam penelitian ini perhitungan curah hujan efektif dilakukan berdasarkan konsep keimbangan air. Pada konsep ini faktor utamanya adalah tinggi pematang sawah. Penelitian ini bertujuan untuk mengetahui pengaruh tinggi pematang sawah terhadap curah hujan efektif dan untuk mengetahui besarnya curah hujan efektif untuk padi di daerah penelitian. Lokasi penelitian terletak di daerah Blang Bintang, Kabupaten Aceh Besar. Data yang digunakan adalah tinggi pematang sawah, musim tanam, curah hujan, temperatur udara, kelembaban relatif, kecepatan angin, dan penyinaran matahari. Tinggi pematang sawah rata-rata di lokasi adalah 18 cm. Uji kesamaan menggunakan teknik analisis statistik uji t. Hasil pembuktian hipotesis menunjukkan bahwa tinggi pematang sawah berpengaruh terhadap besarnya curah hujan efektif. Nilai curah hujan efektif dengan memperhitungkan tinggi pematang sawah pada probabilitas kejadian 80% berkisar antara 10,4 – 104,8 mm/bulan. Besarnya nilai curah hujan efektif lebih besar jika dibandingkan dengan nilai curah hujan efektif yang dihitung berdasarkan konsep yang diberikan di dalam KP 01.Kata kunci : Hujan efektif, pematang sawah</text>
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                <text>http://jurnal.unsyiah.ac.id/JTS/article/view/886</text>
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                <text>eng</text>
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                <text>Jurnal Teknik Sipil</text>
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            <description>A related resource</description>
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                <text>http://jurnal.unsyiah.ac.id/JTS/article/view/886/823</text>
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                <text>Jurnal Teknik Sipil; Vol 2, No 1 (2012): Volume 2, Nomor 1, September 2012; 1 - 12</text>
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                <text>2088-9321</text>
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                <text>HUJAN EFEKTIF UNTUK PADI SAWAH DAERAH IRIGASI KRUENG ACEH</text>
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              <name>Title</name>
              <description>A name given to the resource</description>
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            <name>Creator</name>
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                <text>Dirwan, Dirwan; Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala</text>
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                <text>Bangun, Ngajari; Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala</text>
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            <name>Date</name>
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              <elementText elementTextId="51261">
                <text>2012-05-01</text>
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                <text>Abstract: This research deals with the application of artificial grass planted on the channel banks influences to the Manning roughness coefficient (n). The information is useful in vegetative channel flow design, because the grass will stabilize the channel cross section, consolidate bed soil mass, control the bed and banks erosion and also the sediment movement along the channel's banks. This research was conducted at the Hydraulics Laboratory Engineering Faculty Unsyiah. A Multi Purpose Teaching Flume was used to model the channel. The flume wall was attached by artificial grass made of 'braided hafiah ropes' which varies in 5 different height and 3 different thickness. The flow depth also varies with 5 different height. The research results show that the higher and the thicker the grass, the greater the n Manning values and also its resistance. The Manning roughness coefficient (n) for the 12 cm grass height with 3 different grass thickness was in the range of 0.0118 to 0.0597. The 10 cm grass height with 3 different thicknesses shows the Manning coefficient in) in the range of 0.0080 to 0.0455. The 8 cm, 6 cm, and 4 cm grass height give the Manning roughness coefficient (n) range between 0.0081 to 0.0306, 0.0109 to 0.0431, and 0.0135 to 0.0425 respectively.Keywords : grass channel, Manning roughness coefficient (n)Abstrak: Penelitian ini bertujuan untuk melihat pengaruh pemberian rumput buatan pada tebing saluran terhadap koefisien kekasaran Manning. Manfaatnya adalah informasi yang diperoleh dapat digunakan dalam perencanaan tampang aliran saluran rumput, karena saluran rumput tersebut akan menstabilkan tubuh saluran, mengkonsolidasikan massa tanah di dasar saluran, dan mengontrol erosi permukaan saluran serta gerakan butiran tanah di sepanjang dinding saluran. Penelitian ini dilakukan di Laboratorium Hidrolika Fakultas Teknik Unsyiah. Model saluran yang digunakan adalah Multi Purpose Teaching Flume. Sisi kiri dan kanan flume diberi rumput buatan yang terbuat dari jalinan tali hafiah dengan 5 variasi ketinggian dan 3 variasi ketebalan. Kedalaman aliran juga bervariasi dengan 5 kedalaman yang berbeda. Hasil penelitian menunjukkan bahwa semakin tinggi dan semakin tebal rumpun rumput yang tumbuh pada tebing saluran, akan semakin besar nilai koefisien kekasaran Manning (n) yang diperoleh, dan begitu pula hambatan alirannya. Koefisien n Manning untuk rumput setinggi 12 cm dengan ketebalan 1, 2, dan 3 pasang anyaman hafiah nilainya antara 0,0118 sampai 0,0597. Rumput setinggi 10 cm dengan tiga macam ketebalan tersebut menghasilkan nilai koefisien n Manning antara 0,0080 sampai 0,0455. Rumput setinggi 8 cm, 6 cm, dan 4 cm dengan tiga macam ketebalan tersebut masing-masing menghasilkan nilai koefisien n Manning 0,0081 sampai 0,0306; 0,0109 sampai 0,0431; dan 0,0135 sampai 0,0425.Kata kunci : saluran rumput buatan, koefisien kekasaran Manning (n).</text>
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                <text>http://jurnal.unsyiah.ac.id/JTS/article/view/877</text>
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                <text>Jurnal Teknik Sipil</text>
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                <text>http://jurnal.unsyiah.ac.id/JTS/article/view/877/814</text>
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                <text>Jurnal Teknik Sipil; Vol 1, No 3 (2012): Volume 1, Nomor 2, Mei 2012; 269 - 278</text>
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              <elementText elementTextId="51273">
                <text>2088-9321</text>
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                <text>RENATURALISASI SALURAN DENGAN PENANAMAN RUMPUT PADA TEBING</text>
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                <text>Dirwan, Dirwan; Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala Jl. Tgk. Syeh Abdul Rauf No. 7, Darussalam Banda Aceh 23111</text>
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                <text>2013-05-30</text>
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                <text>Abstract: The goal of this study to observe the causes of the failure gabion weirs Pante Cereumen West Aceh district. The weir has completed and the damage occurs at the end of maintenance period and it when the river floods. The analysis was conducted based on field observations and hydraulic review. Theoretically, the cause of the failure gabion weirs is large overtopping from the crest weir, it’s exceed the limit value. The condition can collapse gabions steps by the falling water. Heavy sediment loads, especially gravel and stone led to continue abrasion on the gabions can failure to the wire. The wire failure caused rock gabion be destroyed.Keywords : weir, gabion, floodAbstrak: Studi ini bertujuan untuk mengamati penyebab kegagalan bendung bronjong Pante Cereumen Kabupaten Aceh Barat. Bendung tersebut baru selesai dikerjakan dan kerusakan terjadi diakhir masa pemeliharaan. Kerusakan terjadi pada saat sungai dalam keadaan banjir. Analisis dilakukan berdasarkan data pengamatan lapangan dan tinjauan secara hidrolis. Secara teoritis penyebab kegagalan bendung bronjong disebabkan oleh debit yang melalui mercu sangat lebih besar dari yang dipersyaratkan sehingga “steps” bronjong bisa rusak oleh dampak air yang jatuh. Beban sedimen berat, terutama kerikil dan batu meyebabkan menyebabkan kerusakan pada kawat. Kerusakan kawat menyebabkan batuan bronjong terburai dan bronjong menjadi hancur.Kata kunci : bendung, bronjong, banjir..</text>
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                <text>http://jurnal.unsyiah.ac.id/JTS/article/view/1353</text>
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                <text>eng</text>
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