Reduced Concrete Method in Feasibility Studies of Water Supply and Sewage Structures

Abstract

The concept of reduced concrete is considered. A methodology for calculating technical and economic indicators in the construction of water supply and sewage facilities is proposed. The advantages and disadvantages of the proposed method are considered. Based on the significant advantages of the method over traditional ones used in design, the scope of possible application of the proposed method is outlined. It is shown that its use in the development of feasibility studies allows for significant savings in time and money.