127 research outputs found
Terang Bulan Terang di Kali
No full textS. M. Ardan, anak Betawi kelahiran Medan, 2 Pebruari 1932, adalah sastrawan Indonesia modern yang mulai karir menulis sejak kelas 6 Taman Muda (SD). Sampai meninggal. 26 Nopember 2006, ia dikenal sebagai penulis yang kompeten dab lincah dalam banyak lapangan. Mulanya ia memperkenalkan diri sebagai penyair lalu eses, cerpenis, jurnalis, penulis naskah film juga kritikus film yang berjuluk "ensiklopedi berjalan film Indonesia". Ia pula yang terlibat membangkitkan teater rakyat betawi dan membinanya di TIM sejak 1969 dan TVRI mulai 1972. Namun ia terutama sohor oleh kumpulan cerpen Terang Bulang di Kalli dan novelet Nyai Dasima."Karya S. M. Ardan akan sangat membantu ahli ilmu bahasa dan ilmu bangsa-bangsa dan kemasyarakatan dalam penyelidikannya jika menyangkut Jakarta."H. B. JassinKritikus sastra dan pendiri Pusat Dokumentasi Sastra H. B. Jassin"S. M. Ardan telah menyuguhkan lukisan yang indah tentang kehidupan sehari-hari masyarkat Jakarta, bahkan dalam beberapa bagian, mencapai tingkatan sastra yang tinggi".Ajip RosidiSastrawan dan kritikus sastraS. M. Ardan, tokoh pertama dalam satra Indonesia modern yang secara sadar mempergunakan dialek Jakarta untuk kepentingan artistik cerita-ceritanya"Sapardi Djoko DamonoGuru besar sastra dan bahasa IndonesiaFakultas Ilmu Pengetahuan Budaya UIxxiv, 287 hlm.; 21 c
PERENCANAAN PERSIMPANGAN JL. PANGERAN SURYANATA - JL. HM. ARDAN - JL. RING ROAD DI KOTA SAMARINDA
No full textArif Rahman, NPM : 10.11.1001.7311.219, PlaningJunctionStreetPangeranSuryanata-StreetHM. Ardan-StreetRing RoadInCitySamarinda, Pembimbing I : Dr. Ir. Hendrik Sulistio, MT. dan Pembimbing II : Rossa Agustaniah, ST, MT Development of the transport sector which is one of supporting the economy of a bias derah not be separated from the development of the region, as well as an increase in the frequency of activity and mobility of society due to increased incomes. This increase should be offset by the availability of infrastructure and management. If this continues without peyiapan adequate road infrastructure, poor utilization of the road and traffic management are not optimal and ethical berlalulintas for road users who are less, then the vehicle traffic on these roads will certainly become unmanageable and congestion into everyday problems.As the intersection of several roads meeting is a critical point on the road network. At this critical section, the potential problems that can occur with a number of meetings described some of the current movement of vehicles in different directions at the same point disimpang. The movement primarily toward the vehicle swerved to the right and straight are conflicts cause congestion and accidents.This conflicts that affect both the poor performance of an intersection.The purpose of this study is as follows: 1. Knowing the visibility at the intersection Plan2. Knowing Taper Plan at the intersection3. Knowing the Right Turn Lane Plan4. Knowing Planning Left Turn Lane From the analysis of Interchange Planning Jl. Prince Suryanata - Jl. HM. Ardan - Jl. Ring Road in thecity of Samarinda concluded: Visibility at intersections in accordance with the speed of the plan is closely related to the visibility at an intersection, and the speed that will be used at this intersection is at 40 km / h, which has entered visibility along the 100 m and safe visibility along 60 m.Long Taper at the intersection is the length of taper (lt) selected among the greatest deceleration lane minimum length (ld) and a minimum length of lane shifts (lc) is approximately 24 meters.The length of the queue lane turn right at the intersection of these studies (without traffic lights) is calculated based on the number of vehicles entering the intersection of every two minutes during peak hours, the importance of each arm are: PendekatAverage number of vehicles Turn Right (M) ( veh / min ) The distance between the average vehicle (S) ( meters )Queue Length Turn Right ( ls ) ( meters ) B5660D4648A3636C4648 The length ofthe queuelaneturn leftatthe intersection ofthesestudies(without traffic lights) onthe same principle asthe calculation ofthe vehicleturn right, is calculatedwiththe followingformula, based on the numberof vehicles enteringthe intersectionevery2minutesduring rush hour. PendekatAverage number of vehicles Turn Right (M) ( veh / min )The distance between the average vehicle (S) ( meters )Queue Length Turn Right ( ls ) ( meters )B5660D3636A6672C3636 The sizeof themedian ofthe road, rumaja, rumijaandruwasjaareasfollows: Use of Roads Unit ( m )Median width min , ( m )[ median width including the shoulder width , the width of the edge of the edge line markings including the shoulder ] be elevated1.50 ; elevated as high as kereb to speed plans < 60 km / h and into 1.80 if the median is used shanties crossings . Configuring the shoulder width + height separator building kereb + shoulder in : 0.50 + 0.50 + 0.50 and 0.50 + 0.80 + 0.50 if used shanties crossings .The pavement width(m) 1,00Rumaja min, (m)Widht (m)24 High (m)5 In The (m)1,5Rumija min, (m) 25Ruwasja min, (m) 1
Investigation of two-phase flow behavior and patterns in horizontal and vertical pipe / Mohamad Ardan Zubir
No full textTwo-phase flow takes place in a wide range of application in the industry. Basic research related to two-phase flow such as flow pattern and void fraction is very useful in contributing to design for optimized the system. This research analyzed the behavior and pattern of the two-phase air- water flow in the pipes. The relationships of the pipe diameter with the flow behavior and the aspect ratio, L/D of the pipe are examined. Three different pipes sizes of 21.0-mm, 47.0-mm and 95.0-mm inner diameters with length of 3 meter are used in this experiment. The flows are upward vertically positioned and horizontal which are supported by a steel frame and a close loop water system. The superficial velocities for the air and water flow are set between 0.02 to 2.0 m/s for air, and 0.02 to 3.0 m/s for water, depending on the size of the pipe. A high speed video camera is utilized to capture the flow patterns for different pipe orientations and flow velocities. All data were analyzed, tabulated and displayed in form of figures and graphs. The study continues by developing a measurement method to calculate the void fraction. A simple conductance probe device is designed using a ring shape sensor connected to the LABView data acquisition device. The result of the void fraction measurement in two-phase flow than compared with other related correlation. The diameter size and aspect ratio L/D of the pipes has significant impact on the flow patterns
STUDI PERANCANGAN DRAINASE JALAN H. M. ARDAN KOTA SANGATTA KABUPATEN KUTAI TIMUR
No full textDinamika perkembangan pembangunan serta perkembangan penduduk dan kegiatan ekonomi suatu wilayah yang sangat cepat, menuntut adanya kebutuhan prasarana dan sarana kota yang semakin kompleks dan mendesak termasuk di dalamnya kebutuhan akan sarana dan prasarana drainase yang merupakan bangunan pelengkap jalan.Komperhensifitas perencanaan prasarana jalan di suatu wilayah perkotaan mulai dari tahapan pra survey, survey, perencanaan dan perancangan teknis, pelak-sanaan pembangunan fisiknya hingga pemeliharaan harus integral dan tidak terpisah-kan sesuai kebutuhan saat ini dan prediksi umur pelayanannya di masa mendatang agar tetap terjaga ketahanan fungsionalnya..Dalam hal perencanaan drainase terutama untuk jalan baik di perkotaan dan pedesaan, maka hal yang harus dilaksanakan dengan seksama adalah sesuai standar dan sistem perencanaan drainase perkotaaan yaitu menyangkut pola arah aliran, situasi dan kondisi kota, langkah perencanaan dengan memperhatikan aspek hidrologi yang meliputi : siklus hidrologi (hidrologi cycle), karakteristik hujan, data hujan, pengolahan data hujan, debit rancangan serta aspek hidrolika yang menyangkut aliran air pada saluran, sifat-sifat aliran, rumus-rumus aliran air dan analisis dimensi saluran.Dalam pengamatan empiris menunjukan bahwa timbulnya genangan air di atas permukaan jalan dominan di sebabkan oleh sistim drainase jalan yang tidak terintegrasi dengan sistim tata air spasial areal sekitar jalan serta semakin kecil luas catchment area akibat penataan, dibawah ini salah satu titik permukaan jalan pada jalan H.M. Ardan yang rusak akibat air menggenang dijalan karena tidak memiliki drainase pada jalan tersebut.
PERENCANAAN SISTEM DRAINASE PERUMAHAN RINGROAD INDAH JALAN H. M. ARDAN KOTA SAMARINDA
No full textDrainase merupakan salah satu fasilitas dasar yang dirancang sebagai sistem guna memenuhi kebutuhan masyarakat dan merupakan komponen penting dalam perencanaan kota (perencanaan infrastruktur khususnya). Menurut Dr. Ir. Suripin, M.Eng. (2004;7) drainase mempunyai arti mengalirkan, menguras, membuang, atau mengalihkan air. Secara umum, drainase didefinisikan sebagai serangkaian bangunan air yang berfungsi untuk mengurangi dan/atau membuang kelebihan air dari suatu kawasan atau lahan, sehingga lahan dapat difungsikan secara optimal. Drainase juga diartikan sebagai usaha untuk mengontrol kualitas air tanah dalam kaitannya dengan salinitas. Drainase yaitu suatu cara pembuangan kelebihan air yang tidak diinginkan pada suatu daerah, serta cara-cara penangggulangan akibat yang ditimbulkan oleh kelebihan air tersebut. (Suhardjono 1948:1) Perumahan adalah kelompok rumah yang berfungsi sebagai lingkungan tempat tinggal atau lingkungan hunian yang dilengkapi dengan prasarana dan sarana lingkungan (UU No.2 tahun 1992). Perumahan Josroyo Permai yang berlokasi di Kecamatan Jaten Kabupaten Karanganyar adalah perumahan sebagai salah satu pertumbuhan fisik dalam suatu wilayah yang merupakan kebutuhan dasar manusia yang dapat berfungsi sebagai saran produksi keluarga, merupakan titik strategis dalam pembangunan manusia seutuhnya. Oleh karena itu, perencanaan sistem drainase dalam Perumahan Ringroad Permai Jalan H.M. Ardan kota Samarinda perlu mendapat perhatian yang penting guna terhindar dari bencana banjir atau genangan air hujan, serta mendukung kehidupan manusia yang hidup bermukim di perumahan tersebut dengan nyaman, sehat dan dapat berinteraksi satu dengan lainnya dalam kehidupan sehari – hari.
SUBALTERN DAN NASIONALISME DALAM NOVEL NYAI DASIMA (1960) KARYA S. M. ARDAN
No full textThis paper analyzes new meanings as the results of the reception written by S.M. Ardan in Nyai Dasima, which is known to have a central meaning, generally refers to the colonial efforts to liberate Nyai Dasima from colonialism. Recognized as a victim of colonial social structures, Nyai Dasima yearns for liberation by restoring her position, maintaining her identity and self-respect by rebelling against colonial oppression based on indigenous woman nationalism. The theory used in this paper is Gayatri Spivak\u27s critical reading of the subaltern, which refers to “third world women” who are considered unable to speak or have a voice. This analytical method is the deconstruction method to find what Spivak calls “cognitive failure”. The analysis of this paper found that the rebellion and resistance carried out by Nyai Dasima represent an act of liberation from the shackles of colonialism which suppresses subaltern groups, especially women. However, it was found that the exemption offered to Nyai Dasima was parole which in no way refers to a sovereign and privileged subject
Surprise-party pour danser et se rafraîchir / Les orchestres de O. Grosbois ; R. Lefèvre ; E. Stern ; S. Grappelly ; Léo Missir ; M. Pizzano ; H. Leca et E. Barclay
No full textTitre uniforme : [J'écoute chanter la brise]Comprend : Le Mariage de Tintin : fox / Bob Ardan, N. Chiboust - Café de Paris : charleston / E. Barclay, F. Vermeille - J'écoute chanter la brise : baïon-fado / J. Plante, Carlos Roche - Tout ce que veut Lola : boléro-fado / J. Plante, J. Ross - L'Air de Paris : valse / M. Heyral - Sa jeunesse : valse / Ch. Aznavour - Coquette : fox / L. Orien - WILLOW WEEP FOR ME : slow-fox / Ronell - Cha cha cha des thons / L. Missir, J. Belin, F. Andréoli - T'CHI GUIDI GUIDI : samba / André Oli, Missir - POESIA DE TANGO / M. Cavallero - FAJARITOS : tango / M. Melfi - PORTOFINO : calypso / L. Busch - Piano calypso / H. Leca - Sermonette : fox-trot / N. Adderley, J. Adderley - Craven : fox / J. P. Landreau, E. BarclayBnF-Partenariats, Collection sonore - BelieveContient une table des matière
High interobserver variability in the assessment of epsilon waves: Implications for diagnosis of arrhythmogenic right ventricular cardiomyopathy/dysplasia
No full textRevision of the Task Force diagnostic criteria (TFC) for arrhythmogenic right ventricular cardiomyopathy/dysplasia (ARVC/D) has increased their sensitivity for diagnosis of early and familial forms of the disease. Epsilon wave (EW) is a major diagnostic criterion in the context of ARVC/D, which, however, remains not quantifiable and therefore may leave room for substantial subjective interpretation
Short tip-big difference? First-in-man experience and procedural efficacy of pulmonary vein isolation using the third-generation cryoballoon
No full textBackground: The second-generation cryoballoon (CB2) provides effective and durable pulmonary vein isolation (PVI) associated with encouraging clinical outcome data. The novel third-generation cryoballoon (CB3) incorporates a 40 % shorter distal tip. This design change may translate into an increased rate of PVI real-time signal recording, facilitating an individualized ablation strategy using the time to effect (TTE). Methods and results: Thirty consecutive patients with paroxysmal or short-standing persistent atrial fibrillation underwent CB3-based PVI and were compared to 30 patients treated with the CB2. Individual freeze-cycle duration was set to TTE + 120 s for both groups. A total of 118 (CB3) and 119 (CB2) pulmonary veins (PV) were identified and all PVs successfully isolated utilizing the CB3 and CB2, respectively. The real-time PVI visualization rate was 74 % (CB3) and 40 % (CB2; p = 0.001) and the mean freeze-cycle duration 204 ± 88 s (CB3) and 215 ± 90 s (CB2; p = 0.15). Per individual PV, a shorter mean freeze-duration was found for the CB3 and the right superior PVs (188 ± 92 vs. 211 ± 124 s, p = 0.04) and right inferior PVs (192 ± 75 vs. 200 ± 37 s, p = 0.02). No differences were found for the left-sided PVs. Conclusions: A higher rate of real-time electrical PV recordings is seen using the novel CB3 as compared to CB2, which may facilitate an individualized ablation strategy using the TTE
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