【Daily Discussion】Utilities - Water Supply and Drainage - 20200723
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How to determine the regulating volume of the clear water tank with and without a water tower? Feel free to participate actively in the discussions – there are wealth rewards for everyone! ! !
When there is a water tower, the capacity of the clean water tank is determined by the water supply curves of the primary and secondary pumping stations. In the absence of an overhead tank, it is determined by the supply and demand curves of the primary pumping station.
When there is a water tower, the capacity of the clean water tank is determined by the water supply curves of the primary and secondary pumping stations. In the absence of an overhead tank, it is determined by the supply and demand curves of the primary pumping station.
When there is a water tower, the capacity of the clean water tank is determined by the water supply curves of the primary and secondary pumping stations. In the absence of an overhead tank, it is determined by the supply and demand curves of the primary pumping station.
The regulating capacity of water towers and clean water tanks is calculated in 2113, and generally two methods are used: one is to estimate it based on the 410224-hour curves of water supply and consumption, and the other is to make an estimation based on experience 1653. The former requires knowing the patterns of daily water consumption in the city, and on that basis, designing the water supply lines for the pumping stations. In the absence of data on variations in water consumption, the regulating capacity of urban water storage tanks can be estimated empirically at 10% to 20% of the highest daily water demand. In cities with high water supply volumes, where the daily water usage remains relatively stable, a lower percentage can be used to prevent the water storage tanks from becoming too large.
When there is a water tower, the capacity of the clear water tank is determined by the water supply curves of the primary and secondary pumping stations. In the absence of an overhead tank, it is determined by the supply and demand curves of the primary pumping station.
When there is a water tower, the capacity of the clear water tank is determined by the water supply curves of the primary and secondary pumping stations. In the absence of an overhead tank, it is determined by the supply and demand curves of the primary pumping station.
When there is a water tower, the capacity of the clean water tank is determined by the water supply curves of the primary and secondary pumping stations. In the absence of an overhead tank, it is determined by the supply and demand curves of the primary pumping station.
When there is a water tower, the capacity of the clean water tank is determined by the water supply curves of the primary and secondary pumping stations. In the absence of an overhead tank, it is determined by the supply and demand curves of the primary pumping station.
When there is a water tower, the capacity of the clean water tank is determined by the water supply curves of the primary and secondary pumping stations. In the absence of an overhead tank, it is determined by the supply and demand curves of the primary pumping station
When there is a water tower, the capacity of the clean water tank is determined by the water supply curves of the primary and secondary pumping stations. In the absence of an overhead tank, it is determined by the supply and demand curves of the primary pumping station.