The tedious and time consuming task of designing a municipal sewage collection system has been automated by a series of integrated computer programs resulting in a simultaneous network solution of sanitary sewers for a large area. The computer approach to the problem allows a sanitary engineer the opportunity of studying several solutions and iterating each to a minimum cost for a project.A collection system in Nassau County previously designed by conventional methods was used as a check model for the computer design technique. The computer techniques developed, which include estimation of design flows, design of sewers, computation of partial flow characteristics and estimate of costs were then applied to the design of the proposed Merrick Harbor Collection District in Nassau County.This Collection District includes an area of approximately 5 square miles, with an ultimate population of 39,500 persons. The topography is typical of the Long Island south shore area containing only minor relief. The sewage collection system as designed contains approximately 80 miles of sewer lines ranging from 8 in. to 36 in. dia. and two pumping stations.The project had two primary objectives: (1) to produce a computer-oriented design procedure which would do at least as much as the engineer would or could do with conventional procedures but in less time, with less cost and with a higher level of precision; and, (2) to utilize the memory and speed capability of the computer for an improved sewer design by using iterative computer techniques which allow an opportunity for redesign with continuous monitoring of cost implications.There are also several useful by-products accompanying the application of computer techniques including an increased insight into the problems involved which gained by the detailed systemization of procedures, the improvement of both the quantity and the quality of output produced, and the release of engineering staff from the tedium associated with the repetitive compilation of data, the design of individual lines, and the estimation of costs.The automated procedure, with two main computer programs (written in FORTRAN IV) and two stages of input, covers all details of the sanitary sewer design, including: computation of contributing flows; design elements such as diameter, slope, length and invert elevations of pipe sections; identification of manholes; and finally cost estimates with quantities and unit prices. The second stage of input can make modifications for additional field data and for changes in layout or design parameters.Important features of the computerized system include general applicability to any collection system, contributing flow which can be inputted in terms of dwelling units or otherwise, capacity factors which can be applied automatically, based upon contributing population and capacity-population curves, critical control lines can be identified by a tree search technique and the design altered, manholes may be renumbered, and information on interferences may be applied and adjustments made.This paper summarizes several advantages of this computer technique for design, presents statistics relating to computer execution time and input preparation time for the several phases of execution of the program, and includes program exhibits. The acceptance of the output from the computer for this application by county and health department officials has paved the way for more efficient and rapid design and review of sanitary sewer systems.