PEMBUATAN PETA SITUASI SKALA 1:500 DUSUN KALICANGAK DAN DUSUN KALITURI DESA BELUK KECAMATAN BAYAT KABUPATEN KLATEN PROVINSI JAWA TENGAH

This final project as a way to increase understanding and skill of the measurement and mapping of the real in the field. Measurements were performed to obtain a high detailed and planimetric detail in these areas. The details will be processed to form a map of the situation. Mapping method used is the measurement of the horizontal control framework is the horizontal angle measurement, electronic distance and azimuth, then the measurement of vertical control framework, detailed measurements, and the last depiction of digital maps. The result is a four-sheet map of the situation scale 1: 500 2 exact location in the hamlet Kalituri and Kalicangak hamlets, Beluk villages, Bayat subdistrict, Klaten district, Central Java province

ANALISIS KUALITAS JARING PANTAU VERTIKAL CANDI BOROBUDUR UNTUK STUDI DEFORMASI

Borobudur is one of the world heritages that should be preserved. Maintaining the temple could be done by monitoring the stability of the soil and construction structure of the temple. Geodetic method has been employed to monitor the vertical stability of the Borobudur temple by measuring vertical position of the monitoring network points periodically using waterpass (leveling). In 2012 instead of using waterpass, trigonometric leveling was applied to measure the height differences between points with some modification on the network geometry. The instrument and network geometry changes could affect the precision of the observed point. This research focused on analyzing the quality and strength of figure of the trigonometric leveling network observed using waterpass and Total Station and also analyzing the vertical displacement at these networks. This study used leveling network data observed in 2011 measured using automatic waterpass Leica Sprinter M-100 and trigonometric leveling data in 2012 measured using Nikon DTM 322 Total Station. Height estimation of the network points was done using least squares adjustment methods using observation model with minimum constraint. Pope�s Tau data snooping was performed with 95 % level of confidence to evaluate the result. Network quality analysis was then undertaken by evaluating the precision of the estimated height and the correlation number between estimated parameters was used to analyze the strength of figure. Furthermore, point displacement analysis was performed using student-t statistical test with 95% level of confidence. The results showed that the average precision of the leveling network in 2011 was 0.003 while the trigonometric leveling in 2012 was 0.029. Based on the height closure error value, the leveling network met the the LAA class while the trigonometric leveling met the LA class. Strenght of figure analysis indicated that in general the correlation value between estimated parameters in leveling network was bigger than Total Station network. Furthermore, the height differences between 2011 and 2012 showed the displacement between -0.010 to -0.099 m, but the statistical test indicated that these displacements were insignificant. It can be concluded that the trigonometric leveling network using Total Station in this study has not meet the required precision for Borobudur deformation study

PEMBUATAN PETA SITUASI SKALA 1 : 500 LOKASI 1, DUSUN KALICANGAK DAN BABADAN, DESA BELUK, KECAMATAN BAYAT, KABUPATEN KLATEN, PROPINSI JAWA TENGAH

Job Training Activity (PKL) is an annual eventof geomatics courses that has to be followed by every student as the final evaluation, the basics knowledge usedin the Job Training Activity have been given duringthe lecture. Work performed in planimetris are mapping situation.Mapping the situationis a form of mapping which includes planimetric and contour measurement. Initial measurements of the mapping work is the making of the basicpoints of the mapping framework (TKDP) were fairly evenly in the area to be mapped using a total station theodolite measuring instrument and a carpenter's level. This TKDP will be abond of details that are the object of the elements that exist on the surface of the earth which will be illustrated in the map. The depiction of the map manuscript is described using Surpac software that is then used for testing the map, while themap depiction of the situation carried out using ArcGIS software. The end result of the activities of the Job TrainingActivity is a situation map scale of 1: 500 and printed on A1 size paper and can present spatial information in the region