170 research outputs found

    Kontribusi Kelincahan dan Kecepatan Reaksi Kaki terhadap Kemampuan Menggiring Bola pada Klub Himadirga Penjaskesrek Fkip Unsyiah

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    Penelitian ini berjudul: “kontribusi kelincahan dan kecepatan reaksi kaki terhadap kemampuan menggiring bola pada klub Himadirga Penjaskesrek FKIP Unsyiah”. Penelitian ini bertujuan untuk mengetahui apakah terdapat kontribusi kelincahan dan kecepatan reaksi kaki terhadap kemampuan menggiring bola pada klub Himadirga Penjaskesrek FKIP Unsyiah. Sampel dalam penelitian ini adalah pemain Klub Himadirga Penjaskesrek FKIP Unsyiah yang berjumlah 20 orang, diperoleh melalui total sampling. Instrumen yang digunakan dalam penelitian ini adalah: (1) tes lari hilir mudik 6 x 10 meter/shuttle-run, untuk mengukur kelincahan (2) tes wool body reaction, dan (3) kemampuan menggiring bola diukur dengan tes menggiring bola. Data diolah dengan menggunakan statistik dalam bentuk perhitungan nilai rata-rata (mean), standard deviasi (SD) dan uji korelasional. Hasil penelitian yang diperoleh adalah sebagai berikut: (1) terdapat korelasi yang signifikan antara kelincahan terhadap kemampuan menggiring bola, hal tersebut ditunjukkan melalui koefisien korelasi sebesar 0.98 pada pemain Klub Himadirga Penjaskesrek FKIP Unsyiah, (2) terdapat korelasi yang signifikan antara kecepatan reaksi kaki terhadap kemampuan menggiring bola, yang ditunjukkan melalui koefisien korelasi sebesar 0.98 pada pemain Klub Himadirga Penjaskesrek FKIP Unsyiah, dan (3) terdapat kontribusi yang signifikan antara kelincahan dan kecepatan reaksi kaki terhadap kemampuan menggiring bola, hal tersebut ditunjukkan oleh koefisien korelasi sebesar 0.99. Hal ini menggambarkan bahwa kelincahan dan kecepatan reaksi kaki memberikan kontribusi secara bersama-sama untuk kecepatan menggiring bola. Sehingga secara bersama-sama dan memberikan kontribusi sebesar 96.04% pada pemain Klub Himadirga Penjaskesrek FKIP Unsyiah. Dari perhitungan hipotesis diperoleh nilai Fh (F-hitung) = 48.02 sedangkan nilai Ft(F-tabel) pada taraf signifikan 5% dengan derajat kebebasan k/n-k-1 adalah 3.16. Artinya nilai Fh = 48.02 lebih besar dari nilai Ft =3.16. Maka kelincahan dan kecepatan reaksi kaki memberikan kontribusi yang signifikan terhadap kemampuan menggiring bola pada pemain Klub Himadirga Penjaskesrek FKIP Unsyiah

    On some Rings of differentiable type

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    Let KK be a field of characteristic 0 and S=K[x1,,xm]/IS=K[x_1,\ldots,x_m]/I be an affine domain. Consider R=SPR=S_P where PSpec(S)P\in Spec(S) such that RR is regular. In this paper we construct a field FF which is contained in RR such that (1) The residue field of RR is a finite extension of FF. (2) DF(R)D_F(R), the ring of FF-linear differential operators on RR is left and right Noetherian with finite global dimension. (3) The Bernstein class of DF(R)D_F(R) is closed under localization at one element of RR. We also prove a similar result for RhR^h, the Henselization of RR. As an application we prove that DF(R)DF(R)PE(κ(P))\frac{D_F(R)}{D_F(R)P}\cong E(\kappa(P)) where E(κ(P))E(\kappa(P)) is the injective hull of the residue field of RR.Comment: arXiv admin note: text overlap with arXiv:1202.3597 by other author

    Environmental Assessment Using Integrated Risk Based Approach (IRBA) at Cahaya Kencana Landfill Site

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    Cahaya Kencana landfill site located above the land belonging to the local government of Banjar District with land area 35,5 Ha, where used for Cahaya Kencana landfill 16,5 Ha, Kehati park 7,5 Ha, the remaining unused land is 11,5 Ha. Cahaya Kencana landfill site has been implementing the sanitary landfill system since 2014 with the existing area of 8.089,73 m2 and the calculation results shows that sanitary landfill area can only use until the year 2021. So the goal that is to be achieved from this research is to evaluate the technical aspects and environment of Cahaya Kencana site with decision making tools. One of them through the assessment of environmental risk index or Integrated Risk Based Approach (IRBA). Risk Index (RI) assessment results using IRBA obtained 524,007 value with a category of moderate hazard evaluation, so that Cahaya Kencana site can be forwarded and rehabilitated into controlled landfill gradually. The strategy that needs to be done in the framework of Cahaya Kencana site is modifications of leachate treatment unit design

    Evaluasi Pengelolaan TPA Cahaya Kencana Kabupaten Banjar Provinsi Kalimantan Selatan

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    TPA Cahaya Kencana Kabupaten Banjar sudah menerapkan sistem sanitary landfill sejak tahun 2014 dengan luasan eksisting sebesar 8.089,73 m2. Ketinggian lapisan sampah eksisting setinggi 10 meter. Kondisi lahan sanitary landfill TPA Cahaya Kencana yang hampir penuh perlu adanya suatu alat pengambilan keputusan, untuk melakukan rehabilitasi TPA atau penutupan TPA permanen. Penelitian ini memiliki tujuan yaitu mengevaluasi aspek teknis dan lingkungan Tempat Pemrosesan Akhir (TPA) Cahaya Kencana Kabupaten Banjar berdasarkan penilaian Indeks Risiko/ Risk Index (RI). Melakukan analisis SWOT kelembagaan UPTD Pengelolaan Persampahan dan Air Limbah PPK-BLUD Intan Hijau untuk menentukan strategi dalam meningkatkan pendapatan dan jasa layanan persampahan. Serta menentukan potensi pendapatan dan tarif yang sesuai untuk menutupi biaya investasi, operasional dan pemeliharaan TPA Cahaya Kencana. Metode penelitian yang digunakan untuk aspek teknis dan lingkungan menggunakan tabel perangkat penilaian indeks risiko lingkungan. Sedangkan aspek kelembagaan akan dianalisis menggunakan SWOT untuk mendapatkan strategi dalam peningkatan jasa pelayanan persampahan. Aspek finansial akan dianalisis menggunakan nilai Net Present Value (NPV), Economic Internal Rate of Return (EIRR), dan Benefit Cost Ratio (BCR) sehingga didapat potensi pendapatan pelayanan sampah yang dapat menutupi biaya investasi, operasional dan pemeliharaan TPA. Hasil penilaian indeks risiko dengan metode IRBA didapatkan nilai 524,007 dengan kategori evaluasi bahaya sedang, sehingga TPA Cahaya Kencana dapat diteruskan dan direhabilitasi menjadi lahan urug terkendali secara bertahap. Analisis SWOT pada kelembagaan UPTD Pengelolaan Persampahan dan Air Limbah PPK-BLUD Intan Hijau berada dalam kuadran I yang merupakan strategi ekspansi. Strategi yang dikembangkan adalah dengan memaksimalkan kekuatan yang dimiliki dan ditunjang dengan peluang-peluang yang diberikan. RAB penutupan sanitary landfill sebesar Rp 9.083.554.494 dan biaya O & M sebesar Rp 2.612.870.772 pertahun dan meningkat 1%. Maka didapat nilai NPV 1 sebesar (Rp 18.036.515.000); NPV 2 sebesar (Rp 17.492.005.000); BCR 1 adalah 0,4; BCR 2 adalah 0,38 dan IRR sebesar 78,25%, sehingga kegiatan penutupan sanitary landfill ini dapat dikatakan tidak layak secara aspek finansial. Namun dapat menjadi layak jika tarif minimal yang diterapkan rata-rata sebesar Rp 27.000. ================================================================================================================================= Cahaya Kencana landfill site in Banjar District has implemented sanitary landfill system since 2014 with existing area of 8,089.73 m2. The height of the existing garbage layer is 10 meters tall. Land conditions Sanitary Landfill at Cahaya Kencana site almost full need of a decision making tool, to conduct a landfill rehabilitation or closure of permanent landfill. This research aims to evaluate the technical aspects and environment of Cahaya Kencana landfill in Banjar District based on the risk index (RI) assessment. Conducting institutional SWOT analysis of Technical Implementation Unit for the management and waste water of PPK-BLUD Intan Hijau to determine the strategy to increase the income and service of the disposal. As well as determining the appropriate income potential and tariff to cover the cost of investment, operational and maintenance of Cahaya Kencana Landfill. The research methods used for technical and environmental aspects use the device table for Environmental Risk Index assessment. While the institutional aspect will be analyzed using SWOT to obtain a strategy in the improvement of waste service. Financial aspects will be analyzed using the value of Net Present Value (NPV), Economic Internal Rate of Return (EIRR), and Benefit Cost Ratio (BCR) so that the potential waste service revenue can cover the cost of investment, operational and Maintenance of TPA. The result of risk index assessment by IRBA method obtained 524,007 with the category of moderate hazard evaluation, so that Cahaya Kencana Landfill can be forwarded and rehabilitated into controlled landfill gradually. SWOT analysis on the institutional Technical Implementation Unit for the management and waste water of PPK-BLUD Intan Hijau is within the quadrant I (first) of expansion strategy. The strategy developed is to maximize the power that is owned and supported by the opportunities given. The cost of closes sanitary landfill is Rp Rp 9.083.554.494 and costs O & M of Rp 2.612.870.772 per year and increased by 1%. Therefore obtained value of NPV 1 (Rp 18.036.515.000); NPV 2 amounting to (Rp 17.492.005.000); BCR 1 is 0,4; BCR 2 is 0,38 and IRR at 78,25%, so that this sanitary landfill closure activity can be said to be not worthy of financial aspects. However it can be feasible if the minimum tariff applied on average of Rp 27.000

    Fracture of radial neck and proximal ulna with medial displacement of the radial shaft

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    Introduction: Radial neck injuries are reasonably common, and when present as isolated injuries with minimal displacement or angulation, a good outcome is anticipated. Elbow injuries are common in children but radial neck fractures are relatively rare (5% to 10%) in paediatric elbow fractures. Objective: To assess the fracture of radial neck and proximal ulna with medial displacement of the radial shaft. Materials and Methods: This was a retrospective study conducted at Dept. of Ortho-Surgery, Sheikh Sayera Khatun Medical College Hospital, Gopalgonj, Bangladesh from January 2018 to December 2021. Medical records of ten patients who had displaced radial neck fractures treated at our Hospital.  Ten patients who had displaced radial neck fractures (Judet type III and type IV) treated. Patients were assessed for functional outcome by Mayo elbow performance score (MEPS), the Tibone and Stoltz functional criteria, and for complications with the average follow-up of four years (range: six months to seven years). Patients were assessed for functional outcome by Mayo elbow performance score (MEPS), the Tibone and Stoltz functional criteria, and for complications with the average follow-up. Results: The mean age of the patients was 9.12±2.2 years (range: 4 to 14 years). Eight (80%) patients were males and two (20%) patients were females. The right side was the most commonly injured side (right at 68% and left at 32%). Six (60%) cases were of Judet type III and (40%) cases were of Judet type IV. The mean fracture angulation of the series was 56.5 degrees (range 33.2 degrees to 79.2 degrees). Four patients had isolated radial neck fractures and four patients had associated proximal ulna fractures and one patient had associated posterolateral elbow dislocation. Among two patients treated with percutaneous pin leverage and intramedullary nailing by the Metaizeau technique, one patient had an excellent outcome, and the other had a good outcome. Among four cases treated with open reduction and K-wire fixation, two patients had good outcomes, one patient had a fair outcome, and one patient had a poor outcome. Conclusion: The majority of moderately to severely displaced pediatric radial neck fractures which need intervention can be managed by the closed reduction technique of Metaizeau with or without pin leverage with excellent to good functional outcomes at short-term follow-up. Some cases need open reduction which also has good to fair outcomes

    Bond Strength of Fusion Bonded Epoxy-Coated Reinforcement in Concrete

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    Fusion-bonded epoxy-coated steel is expected to extend the service life of the reinforced concrete structure in chloride-laden environments. However, the effect of coating on the bond-strength between rebar and concrete is not well understood yet. This research, therefore, studied the effect of epoxy-coating on the bond characteristics of reinforcing bars in concrete. The bond characteristics were assessed through pullout test considering variables viz. concrete strength, embedded length and bar diameter. The load was applied to reinforcing bars embedded in concrete until bond strength between the bar and concrete exceeded. Bond strength of epoxy-coated bars was compared with that of the uncoated bars. It was found that epoxy-coating reduced the bond strength approximately 25% for Ø20mm bar and 12% for Ø16mm and Ø12mm bar. As with uncoated bar, bond strength of coated bars were also increased with concrete strength. However, the bond strength ratio between coated and uncoated bars was found almost independent of concrete strength. Based on the test results, a development length modification factor of 1.33 is proposed for Ø20mm bar and 1.15 for Ø12mm and Ø16mm bar to compensate the bond strength reduction due to the epoxy coating

    Mitigating Environmental Impact Through the Use of Rice Husk Ash in Sustainable Concrete: Experimental Study, Numerical Modelling, and Optimisation

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    Cement production significantly contributes to CO2 emissions (8% of worldwide CO2 emissions) and global warming, accelerating climate change and increasing air pollution, which harms ecosystems and human health. To this end, this research investigates the fresh and hardened properties of sustainable concrete fabricated with three different replacement percentages (0%, 5%, and 10% by weight) of ordinary Portland cement (OPC) using rice husk ash (RHA). The hardened properties were evaluated at 14, 28, 60, 90, and 120 days of water curing. In addition, data-based models were developed, validated, and optimised, and the models were compared with experimental results and validated with the literature findings. The outcomes reveal that the slump values increased (17% higher) with the increased content of RHA, which aligns with the lower temperatures (12% lower) of freshly mixed concrete with RHA than the control mix (100% OPC). The slopes of the stress–strain profiles decreased at early ages and improved at longer curing ages (more than 28 days), especially for mixes with 5% RHA. The compressive strength decreased slightly (18% at 28 days) with increased percentages of RHA, which was minimised with increased curing ages (8% at 90 days). The data-based model accurately predicted the stress–strain profiles (coefficient of determination, R2 ≈ 0.9950–0.9993) and compressive strength at each curing age, including crack progression (i.e., highly nonlinear region) and validates its effectiveness. In contrast, the optimisation model shows excellent results, mirroring the experimental data throughout the profile. These outcomes indicate that the 10% RHA could potentially replace OPC due to its lower reduction in strength (8% at 90 days), which in turn lowers CO2 emissions and promotes sustainability

    Growth performance of the marine microalgae Pavlova salina and Dunaliella tertiolecta using different commercially available fertilizers in natural seawater and inland saline ground water

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    Abstract Pavlova salina and Dunaliella tertiolecta were cultivated using batch culture techniques to examine their growth performance with commercial agricultural fertilizers compared to the commonly used but expensive f/2 algae culture media. P. salina demonstrated significantly higher growth rates (as measured by determination of average cell densities) when provided with f/2 media, but no growth when cultured using commercial fertilizers, namely Miracle-gro and Maxicrop. In contrast, the average cell density of D. tertiolecta was found to be significantly higher (P < 0.05) when cultured using commercial fertilizers, as opposed to f/2 media. Significant differences in lipid content were demonstrated in the Maxicrop 2.25 ml fertilizer media compared to the other treatments (P < 0.05). Finally, comparisons between natural sea water (NSW) and inland saline ground water (ISGW) have resulted in slightly higher biomass increases being observed for the NSW treatments than the ISGW treatments (P < 0.05), but also demonstrated the lucrative potential of ISGW towards aquaculture applications

    ROLE OF PURUN TIKUS IN VERTICAL SUBSURFACE FLOW CONSTRUCTED WETLAND IN TREATING MANGANESE (Mn) FROM COAL MINE DRAINAGE

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    Constructed wetland (CW) is one of the passive methods used to process coal mine drainage. In this study, we used vertical (VF) subsurface flow (SSF) constructed wetland (CW) with purun tikus (Eleocharis dulcis). The purpose of the study was to assess the role of purun tikus in increasing the efficiency of constructed wetland to remove Mn from Coal Mine Drainage. The constructed wetland operated under batch hydraulic loading regime. The results showed that the efficiency of the VF-SSFCW System without purun tikus was 15.53% and VF-SSFCW with purun tikus 78.94%
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