Rcc Underground Water Tank Design

The wall height is 17.
Rcc underground water tank design. Maintenance tank is empty an. Positive sign indicates tension. Water leak test tank is full and no soil outside condition 2. If the soil is submerged pressure exerted by water is also considered.
Rectangular concrete tank design example an open top concrete tank is to have three chambers each measuring 20 60 as shown. The design of reinforced concrete water tank is based on is 3370. This design is based on rcc design b c. The design of underground water tank is carried out as per is 3370 part 1 and part 2 code.
The highest groundwater table is expected to be 4 below grade. Design of underground water tank reservoir tank dimensions total area for the four floors 4 16 214 14 13 14 13 7040 ft number of residents n 7040 8 1000 56 daily water requirement 356 5 280 ft required volume of ug water tank v 2 280 560 ft3 depth of tank h 1 3 v1 3 560 8 24. Overhead rcc water tanks construction. Reinforced concrete water tanks are constructed for storing water.
Design of underground water tank is similar to that of tanks resting on grounds for rectangular water tanks based on l b ratio where additional moment if any due to the earth pressure on the side walls need to be considered. Underground water tank design excel sheet based on rcc design is code. In rectangular tanks moments are caused in two directions. The fluid level inside the.
Overhead on ground or underground water tanks. The design is by assuming no water table and uncracked design. Design of underground water tank. 2 4 flexible base circular water tank 19 2 5 rigid base water tank 21 2 6 under ground water tank 23 2 7 programs 25 3 results and discussion 42 3 1 design of circular tank 43 3 2 design of underground water tank 46 4 conclusion 48 5 reference 49 pdf machine.
Base slab provide 15 cm. The design depends on the location of tanks i e. Design of underground rectangular water tank rcc condition 1. The tanks resting on ground like clear water reservoirs settling tanks aeration tanks etc.
The tank will be partially underground the grade level is 10 below the top of the tank. Let t be tension. 2009 parts i iv.