Thesis (M.S.)--Oregon Graduate Center, 1972.

Thesis (D. Sc.)--University of Madras. / Includes bibliographical references.

This thesis addresses plumbing systems for manufacturing building. The theoretical part explores ways of draining stormwater. Experimental part is measuring consumption of water. Project part solves plumbing systems in specified manufacturing building.

Transportation has unfavorably influence on a quality of enviroment. Increase of traffic leads to construction of new motorways and to intensify the traffic on current comunications. A consequence is more polluted hard surfaces, when surface-wash contaminate soil, surface water and underground water. Devices for treating contamined water, such as oil-separators, are very actual in these days. The subject of this thesis was to test the possibilities of increasing effectiveness of mechanical separator for light liquids by installing various types of constructions. Target was to determine effectiveness of this conventional technology, which is energetically and technically simple and find out applicability for first step cleaning and further usage.

This diploma thesis solves creating of the layout study and creation of documentation for the realization of a new fire station. In the building, the location of the JPO I rescue units is considered. The territorial jurisdiction is usually considered to be within 20 minutes of dislocation. The category of the fire station will be considered as P1. The object consists of two structurally and functionally different parts. The first part is designed as a one-storey reinforced concrete skeleton roofed with pre-stressed ceiling panels. This section includes technical background and garages. The cladding of the skeletal part of the building is solved by a masonry block made of lime-sand blocks with external thermal insulation composite system. The second part is walled from lime-sand blocks with external thermal insulation composite system. There are spaces of administrative and operational character. This section has two above-ground floors. The ground plan is fractured, the maximum dimensions are 45.59 x 28.34 m. The building has no basement, roofed only with flat roofs. The object is situated in the peripheral locality of Příbor, the terrain is slightly sloping.