Drain Laying (BS EN 1610:2015) Construction and Testing Ing. Mark Pim-Wusu PhD Building Services 1 1 Drain Laying The bottom of a drain trench must be excavated to a gradient. This is achieved by setting up sight rails. A boning rod (like a long 'T' square) is sighted between the rails to establish the level and gradient of the trench bottom. Ing. Mark Pim-Wusu PhD Building Services 1 2 Ing. Mark Pim-Wusu PhD Building Services 1 3 Test on Drains A drain must be tested for leakage before and after backfilling trenches. Three important tests are: 1. Air Test 2. Smoke test 3. Water test Ing. Mark Pim-Wusu PhD Building Services 1 4 Air Test The drain is sealed between access chambers And pressure tested to 100mm water gauge with hand bellows and a 'U' gauge (manometer). The pressure must not fall below 75mm during the first 5 minutes. Ing. Mark Pim-Wusu PhD Building Services 1 5 Air Test Ing. Mark Pim-Wusu PhD Building Services 1 6 Smoke Test The length of drain to be tested is sealed, and smoke pumped into the pipes from the lower end. The pipes should then be inspected for any trace of smoke. The smoke machine can be used on clay and concrete pipes; they may be applied directly to the pipeline. Ing. Mark Pim-Wusu PhD Building Services 1 7 Smoke Test Ing. Mark Pim-Wusu PhD Building Services 1 8 Water test The lower part of the drain is stopped then filled the upper end with water. A purpose-made test bend with an extension pipe to produce a 1.5m head of water is required. 2 hours limit for porosity is also required. 30 minutes afterwards, maximum leakage for 100mm and 150mm pipes should be 0.05 and 0.08 litres per metre run, respectively. Ing. Mark Pim-Wusu PhD Building Services 1 9 Water Test Ing. Mark Pim-Wusu PhD Building Services 1 10 Means of Access, Gh Regulation 122 Drain access may be obtained through: Rodding points Shallow access chambers Inspection chambers And Manholes. Ing. Mark Pim-Wusu PhD Building Services 1 11 Functional Access Requirements Pipe runs should be straight, and access should be provided only where needed, i.e. At significant changes in direction At significant changes in gradient Near to, or at the head of a drain Where the drain changes in size At junctions On long straight runs. Ing. Mark Pim-Wusu PhD Building Services 1 12 Shallow Access Chamber They are small compartments used as rodding points It provides drain access in both directions and possibly into a branch. Ing. Mark Pim-Wusu PhD Building Services 1 13 Inspection Chamber Inspection chambers are larger than access chambers. It has an open channel and space for several branches. Can be circular or rectangular on plan They are made from uPVC, precast in concrete or bricks from a concrete base. It provides surface access only; therefore, the depth to the invert level does not exceed 1m. Ing. Mark Pim-Wusu PhD Building Services 1 14 uPVC Inspection Chamber Ing. Mark Pim-Wusu PhD Building Services 1 15 Precast concrete Inspection Chamber Ing. Mark Pim-Wusu PhD Building Services 1 16 Brick Inspection Chamber Ing. Mark Pim-Wusu PhD Building Services 1 17 Manhole Manhole is used generally to describe drain and sewer access. Manholes are large chambers with sufficient space for a person to gain access at the drain level. Where the depth to invert exceeds 1m, step irons should be provided at 300mm vertical and horizontal spacing. Ing. Mark Pim-Wusu PhD Building Services 1 18 Ing. Mark Pim-Wusu PhD Building Services 1 19 Ing. Mark Pim-Wusu PhD Building Services 1 20