The Effect of Health Community Behavior (PHBS), Health Service Quality to Diare’s Disease in Sub-Division Karang Jaya Palembang Sub-District

AbstractThe aims of this study were to analyze the Effect of Healthy Living Community Behavior (PHBS), Quality of Health Service against Overcoming Diarrhea Disease in Sub-division Karang Jaya Palembang. The type of research used in this study was analytical research. This research was conducted in Palembang City selected area of Karang Jaya Sub-district Gandus District. The study was conducted in May 2016 to June 2017. The samples of research were people affected by diarrhea in 2017 as many as 95 people. Method’s of data analysis using logistic regression. Result showed that the PHBS coefficient with odds ratio-0.760 (1.561-0.370) with significance of 0.045 less than the 0.05 significance level (α). This means that hypothesis one (H1) was accepted if the variable quality of health service, constant then every increase PHBS effect on the occurrence of diarrhea. The better PHBS will decrease the incidences of diarrhea. Coefficient of health service quality with odds ratio 1.598 (3.217-0.74) with significant equal to 0.009 less than level of significant (α) 0.05. This means that hypothesis two (H2) is accepted if the variable PHBS, constant then the quality of health services affect the occurrence of diarrhea. The better quality of health care will reduce the incidence of diarrhea Keywords: PHBS, quality of service, health, diarrhe

Environmental, maternal, and reproductive risk factors for childhood acute lymphoblastic leukemia in Egypt : a case-control study

BACKGROUND\ud Acute lymphocytic leukemia (ALL) is the most common pediatric cancer. The exact cause is not known in most cases, but past epidemiological research has suggested a number of potential risk factors. This study evaluated associations between environmental and parental factors and the risk for ALL in Egyptian children to gain insight into risk factors in this developing country.\ud METHODS\ud We conducted a case-control design from May 2009 to February 2012. Cases were recruited from Children's Cancer Hospital, Egypt (CCHE). Healthy controls were randomly selected from the general population to frequency-match the cumulative group of cases by sex, age groups (<1; 1 - 5; >5 - 10; >10 years) and region of residence (Cairo metropolitan region, Nile Delta region (North), and Upper Egypt (South)). Mothers provided answers to an administered questionnaire about their environmental exposures and health history including those of the father. Odds ratios (ORs) and 95 % confidence intervals (CI) were calculated using logistic regression with adjustment for covariates.\ud RESULTS\ud Two hundred ninety-nine ALL cases and 351 population-based controls frequency-matched for age group, gender and location were recruited. The risk of ALL was increased with the mother's use of medications for ovulation induction (ORadj = 2.5, 95 % CI =1.2 -5.1) and to a lesser extend with her age (ORadj = 1.8, 95 % CI = 1.1 - 2.8, for mothers ≥ 30 years old). Delivering the child by Cesarean section, was also associated with increased risk (ORadj = 2.01, 95 % CI =1.24-2.81).\ud CONCLUSIONS\ud In Egypt, the risk for childhood ALL appears to be associated with older maternal age, and certain maternal reproductive factors

METODE PELAKSANAAN INTEGRAL BRIDGE PADA PROYEK PEMBANGUNAN JALAN TOL SURABAYA-MOJOKERTO (SECTION P1-P25 PADA Sta 11+190 � 11+440)

Integral bridge is a bridge structure that created the segment and made without any movement between spans or between spans the abutments thus behave like a continuous structure. Bridge integral System consist of full integral and semi integral. Integral Bridge with spans less than 20 metre to The condition in Indonesia most optimum use reinforced concrete type with system of full integral, while if more than 20 metre more suggested to use type of prestress with semi integral System. Integral bridge is intended to avoid the problems of bridge maintenance is very expensive due to the penetration of water / dust through joint movement, can improve the comfort for road users, can be used for long spans, cramped work space, dense population conditions and construction cost savings and implementation, and easily implemented in the field. Implementation of integral bridge at the start of the bottom of the structure consists of a foundation of jobs in that extended into the column supporting the pile head. Between pile head is connected to the beams that hold the floor plate. Bridge integral structure is different from the other bridge structures, the difference lies in the structure of the column. Integral bridge columns generally have a relatively smaller diameter than the other bridge columns. Location integral to the implementation of the bridge construction project Surabaya-Mojokerto toll Sta 11 +190-11 +440 located in Bebekan roads. The structure consists of an integral bridge bore pile foundation diameter 80 cm, 80 cm diameter circular columns, pile head, mortar pad and bearing pad, precast beam length of 9.20 meters, diaphragm, and floor plate. Quality of the concrete used was the K-350

MENGHITUNG PERPINDAHAN KALOR PADA ALAT UJI PENGERING BIJI KAKAO DENGAN KAPASITAS 50KG

Naturally drying process is necessary to dry the cocoa beans have some drawbacks such as long time, need some time reversal process, and depending on the weather. Therefore need to design a tool that cocoa beans drying oven for drying, but its function is not dependent on the weather. This drying oven has 3 main parts: a combustion chamber that uses LPG gas, the drying chamber is equipped spinning drying rack made of bamboo or rattan and disposal duct smoke or vapor fuel cocoa beans. Oven-making mechanism consists of the evaluation design, preparation tools and materials, construction tools in the workshop, and testing drying oven. Then, the test results show that the drying oven to dry cocoa beans with a capacity of 50kg require 32-hour drying time to spend 3 LPG gas cylinder 3kg size. Average temperature of the drying chamber at 50 ° C. And moisture content of dry beans can reach 7-10% advance of 55-70% which was originally wet

PENGADAAN BARANG / JASA DAN PELAKSANAAN KONSTRUKSI PENINGKATAN KAPASITAS JALAN TOL PALIMANAN - KANCI

Traffic in highway keep increase so it is necessary to increase capacity, it is intended to drive swiftly, secure and comfortable accordance with PT. Jasa Marga vision and mission �give quality services in a optimal toll road to road users�. Increase capacity work includes the procurement of goods / services and and physical work. Realization lane add at Km 222+550 to 223+000 track A on Palimanan � Kanci highway. The purpose of this research is know the scope of procurement activities and construction work on the capacity building of segment toll booths Cipema Utama. The method used is the method of observation is by direct observation of the implementation of the field work, literature study is a way to use some of the literature related to content writing reports reinforce, documentation is to take some photos of observation, interview method is to ask the stakeholders involved directly and also responsible for the technical problems in the field. The conclusion that can be drawn is the procurement of services electoral system uses pre-qualification, method 2 cover and use the evaluation system value. Construction using flexible pavement construction (flexible pavement). Work being tested (trialtest) is setting traffic signs, and pavement testing consists of, scrapping, filing, and core drill

PENGELOLAAN WAKTU PADA PEKERJAAN STRUKTUR DALAM PROYEK PEMBANGUNAN QUEST HOTEL SOLO DENGAN MENGGUNAKAN MICROSOFT PROJECT

Quest Hotel Solo is category of high rise building, it is height approximately 76.650 m or more of the requirements of high rise building that is 24 m, the number of floors with 22 floors and is equipped with a ballroom and swimming pool facilities. Implementation of this project using materials that have been fabrication strategies, such as use of materials wiremesh and formwork lico, the point that the job quickly resolved, especially the work structure, and also to make it more efficient. Use of Microsoft Project for managing time here than any existing work, especially the work structure, that is able to complete projects on time and meet the planned target. Due to the delay in coming materials, and inadequate power, make a schedule and work structure setbacks. At the monthly progress, the target job must be completed by 41.823% and the realization of the field is 37.666%. Delay seen in the structure of work in the field, this job was supposed to date the structure has reached the 11th floor, while the structure of the work is still on the floor 9. Some ways are also made to overcome delays, one of which is to increase the working hours or increase working time (overtime). Less qualified workers is replaced with other workforce training or experience in doing the job structure

PERANCANGAN TEBAL DAN ESTIMASI BIAYA PERKERASAN KAKU (RIGID PAVEMENT) PADA PROYEK PEMELIHARAAN JALAN KOLEKTOR DI JALAN MADUKARA KABUPATEN CILACAP

Construction of new roads or the maintenance of roads that have been damaged in connection with the addition of road capacity is needed. Design method is effective and efficient on a pavement planning is absolutely necessary as the collector road maintenance on roads Madukara Jeruklegi Cilacap district. Goal of designing an effective and efficient than a pavement that is cost effective with minimum pavement thickness but fulfills the safety of road users. Data needs to make pavement design obtained from direct retrieval or data that has been there before and then analyzed by standard cement concrete pavement design in order to obtain results that meet the requirements of the planning standards. From the analysis of cement concrete pavement design pavement thickness of 180 mm is obtained at a cost of Rp. 416.044.000,0

STUDI KOMPARASI METODE INTERPOLASI LINIER DAN INTERPOLASI PERSAMAAN BOLA DALAM PERHITUNGAN VOLUMETRIK

Digital Elevation Model (DEM) is a three-dimensional shape of the Earth's surface represented in a model. One of some methods used to build DEM is interpolation. Each interpolation method brings their own consequences, such as Triangulated Irregular Network (TIN) constructed of irregular flat triangles which theoretically can not represent curvature. On the other hand, there is spherical equation which is theoretically able to cover this shortfall. The study includes a ground surveying using Total Station as the data. The sample is Dome Karst (100 m in diameter) which represents a curved shape and a soccer field that represents a flat shape. Data such as altitude point (x,y,z), they are 60 for Dome Karst and 6 for soccer field . While the test point of accuracy each method are 16 for Dome Karst and 3 for the football field. The data is interpolated by TIN method and spherical equation, then it is calculated as the volume of Dome Karst. DEM formed twice for each of the interpolation method. The results shows that the TIN interpolation can not properly represent the Dome Karst (RMS-Error: 2.368974813), while spherical equation can represent Dome Karst properly (RMS-Error: 2.133816668). Instead , TIN interpolation can represent well the football field (RMS-Error : 0.192333044), while the spherical equation can not represent well the football field (RMS-Error: 2.643165148). There are changes in the accuracy of each interpolation method when the sample points are reducted. With 38 sample points, obtained 4.03952163 of standar deviation of linear interpolation and 3.525802603 of standar deviation of spherical equation interpolation. Dome Karst volume generated from TIN interpolation is 1047,058 m3, while the volume of Dome Karst generated from spherical equation interpolation is 730,8512 m3