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 dan Rancangan Bangunan Resapan Air Hujan di Sekitar Gedung Graha Widya Wisuda (GWW)-FEMA, Kampus IPB Darmaga, Bogor
Abstrak: The high rainfall in an area and bad drainage systems can affected to surface runoff and flood. For example is Kampus IPB Darmaga, especially around Graha Widya Wisuda (GWW)-FEMA Building. The aims of this research is to design rainwater infiltration structure to solve the problem. This research held by rainfall analysis and soil permeability estimation. Mathematical calculation is performed to determine the volume of flooding, amount of infiltration wells and perforated ditch, and effectiveness of those infiltration structure. Every single infiltration wells can accommodate 0.017 mm rainfall. On the other hand, perforated ditch also designed much as 546 what can accommodate 0.009 mm of rainfall. Designed of infiltration structure could decrease 88 % of total flood as much as 63.65 mm. Remaining surface runoff as much as 7.64 mm capable accommodated drainage has been designed. Material costs needed to build a unit of infiltration wells is Rp 3,100,000.00.
Keyword: zero runoff, perforated ditch, infiltration wells, drainage, flood

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