<\/span><\/h3>\nDimensions of horizontal discharge rainwater pipe<\/span><\/p>\n\n\n\n\n\n<\/colgroup>\n\n\n\nDiameter<\/span><\/strong><\/div>\n<\/td>\nRainwater flow (Liters\/hour)<\/span><\/strong><\/td>\n\nAttention<\/span><\/strong><\/div>\n<\/td>\n<\/tr>\n\nSlope 1:50<\/span><\/strong><\/td>\nSlope 1:100<\/span><\/strong><\/td>\n<\/tr>\n\n| 27<\/span><\/td>\n | 70<\/span><\/td>\n | 50<\/span><\/td>\n | \nDo not use the exhaust manifold<\/span><\/div>\n<\/td>\n<\/tr>\n\n| 34<\/span><\/td>\n | 125<\/span><\/td>\n | 88<\/span><\/td>\n<\/tr>\n\n| 49<\/span><\/td>\n | 247<\/span><\/td>\n | 175<\/span><\/td>\n | \nExhaust manifold can be used<\/span><\/div>\n<\/td>\n<\/tr>\n\n| 60<\/span><\/td>\n | 473<\/span><\/td>\n | 334<\/span><\/td>\n<\/tr>\n\n| 90<\/span><\/td>\n | 900<\/span><\/td>\n | 525<\/span><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n Dimensions of vertical discharge rainwater pipes<\/span><\/p>\n\n\n\n\n<\/colgroup>\n\n\nDiameter (mm)<\/span><\/strong><\/td>\nAmount of condensate (liters\/h)<\/span><\/strong><\/td>\nNote<\/span><\/strong><\/td>\n<\/tr>\n\n| 21<\/span><\/td>\n | 220<\/span><\/td>\n | \nDo not use for exhaust manifolds<\/span><\/div>\n<\/td>\n<\/tr>\n\n| 27<\/span><\/td>\n | 410<\/span><\/td>\n<\/tr>\n\n| 34<\/span><\/td>\n | 470<\/span><\/td>\n | \nUse for exhaust manifold<\/span><\/div>\n<\/td>\n<\/tr>\n\n| 49<\/span><\/td>\n | 1440<\/span><\/td>\n<\/tr>\n\n| 60<\/span><\/td>\n | 2760<\/span><\/td>\n<\/tr>\n\n| 76<\/span><\/td>\n | 5710<\/span><\/td>\n<\/tr>\n\n| 90<\/span><\/td>\n | 8280<\/span><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/span>2. Burying depth of rainwater drainage pipe<\/span><\/strong><\/span><\/span><\/h3>\nFor wall mounted rainwater drainage pipes, the buried depth ranges from 10 to 20 cm, with the system placed deep underground, the depth ranges from 50 cm to 1 m, to avoid letting the pipe lie too far below the hole. gas, 20 cm . from the wastewater level<\/span><\/p>\n<\/span>3. Formula to calculate rainwater drainage pipe<\/span><\/strong><\/span><\/span><\/h3>\nCalculation of rainwater drainage on the roof is calculated by the formula:<\/span><\/p>\nQ = KFq5\/1000 (l\/s)<\/span><\/p>\nWhere:<\/span><\/strong> \u00a0F = F roof + 0.3 F wall<\/span><\/p>\nWith:<\/span><\/strong><\/p>\n\n- F: water collection area (m2)<\/span><\/li>\n
- Fm roof: projection area of \u200b\u200bthe roof<\/span><\/li>\n
- Fwall: Area of \u200b\u200bvertical wall in contact with roof or height on roof (m2)<\/span><\/li>\n
- K: coefficient taken as 2<\/span><\/li>\n
- Q5: The intensity of l\/s.ha calculated for the locality with a rainy period of 5 minutes and the period exceeding the calculated intensity by 1 year (p=1) can be found in Appendix TCVN 4474: 1987<\/span><\/li>\n<\/ul>\n
Calculating the required number of risers to collect rainwater is determined by the formula:<\/span><\/p>\n | | | | | | | | | | | | | | | | | | | |