Judul: Analisis Pola Aliran dan Perencanaan Saluran Drainase di Sekitar Gedung Graha Widya Wisuda (GWW) - FEMA, Kampus IPB Darmaga Bogor
Abstrak: A good drainage system is a necessity for a livable and comfortable area. Bogor Agricultural University is a campus that has a problem with puddles each time there the heavy rain occurs. This drainage planning used the rainfall data that would be turn out in discharge plan, based on the rational method, and compared with the actual rainfall. In determining canals planning and analysis of flow scheme, the manning equation and Automatic Total Station (ATS) was used. Based on the results it can be seen that the flow scheme of the Bogor Agricultural University drainage which led the water to Babakan Doneng village was needed to be stopped because it was violating the law. The water discharge must be directed to a Ciapus river or Cileutik lake instead. Based on the budgeting calculation, the total cost to fix this canals system would be 301,539,958.66 IDR. These funds were spent to build the line along 850 m. In addition, to decrease the puddle, a better new drainage systems needed to be designed, so that it could remove excess water from the street to Cileutik lake and all the water that fell could be absorbed into the ground in accordance with the concept of zero runoff system
Keyword: Zero runoff, Drainage System, Flow Scheme, Drainage Canals

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