Judul: Analisis dan Desain Bangunan Resapan Air Hujan di Sekitar Jalan Meranti-Tanjung Kampus IPB Darmaga, Bogor
Abstrak: Run-off and inundation problem are still common in around Meranti-Tanjung Street, IPB Darmaga, Bogor. The location of the worst inundation was beside CCR building, Faculty of Forestry area, and the road ahead SMA Kornita. Therefore, need a research to reduce the problems of inundation at that location. The purpose of this research is to determine the numbers and dimension of infiltration structure to reduce inundation volume and run-off at the research location with the concept of zero run-off and determines the effectiveness of run-off reduction. The methodology of research is the identification of the problem, literature review, data collection, data analysis, and the plan of design. The results indicate that the magnitude of the total flooding volume in that location is 6 911.47 m3, so it needs the construction of infiltration wells and perforated ditch. Both buildings are based on the calculation of flooding can reduce the total volume of 5 006.25 m3 or 72.43%. Then, the flood volume contribution is not absorbed is expected to be accommodated by the existing drainage channel.
Keyword: runoff, perforated ditch, inundation, IPB Darmaga, infiltration wells

Judul: Analisis Pola Aliran dan Perencanaan Saluran Drainase di Sekitar Jalan Meranti-Tanjung Kampus IPB Darmaga, Bogor
Abstrak: Flood is routinely happen in several cities in Indonesia that always becomes problems. The objectives of this research are to analyze scheme flow, drainage canal exsisting condition, and drainage canal design. Data processing in this research divided into three steps. First step, 10 years maximum daily rainfall was processed and then flow pattern was analyze. Last step drainage canal was designed. Base on analysis scheme flow is in conformity with existing condition. Run off coeficient range 0.29 to 0.54, whereas two-years period was used as discharge plan that range 0.2 to 2.2 m3/s. The results shows that drainage canal in sub catchment 1C, 1E, and 2A, 2B should be rehabilitated. As for a culvert in sub catchment 1A- 1B should be rehabilitated to be round type sinks with 80 cm for diameter and be equiped with control box for prevent backwater in channel. Problems occurs at the inlet which is not accordance with standard planning for inlet structure where maximum spacing of inlet at canal is 5 m. Based from unit price analysis, drainage canal planning arounds Jalan Meranti-Tanjung costs 512 Million IDR.
Keyword: inlet, flow scheme, floods, drainage, culverts

Judul: Enrichment of organic selenium, inorganic selenium and  vitamin E in quail products through its supplementation in the diet and its potency  of quail eggs as an ingredient in selenium-rich egg juice
Abstrak: This study was aimed to achieve an optimum level of combine organic selenium, inorganic selenium and vitamin E in obtaining the best production and reproduction as well as the highest level of selenium in quail eggs. This study was conducted from January to August 2008. Numbers of observed quails were 720 (360 females and 360 males). The treatments were applied when the quails were six weeks old. Nine treatment diets were: To (commercial diet), T1(0.46 ppm inorganic Se + 43.50 ppm vitamin E), T2 (0.46 ppm inorganic Se + 87.00 ppm vitamin E), T3 (0.92 ppm inorganic Se + 43.50 ppm vitamin E), T4 (0.92 ppm inorganic Se +87.00 ppm vitamin E), T5 (0.46 ppm organic Se + 43.50 ppm vitamin E), T6 (0.46 ppm organic Se + 87.00 ppm vitamin E), T7(0.92 ppm organic Se + 43.50 vitamin E) and T8(0.92 ppm organic Se + 87.00 ppm vitamin E).
Keyword: egg yolk, glutathione peroxidase ( GSH-Px), hedonic test, rank test