Closure to “Ethical and Social Responsibility in the Planning and Design of Engineering Projects”

1973 ◽  
Vol 99 (2) ◽  
pp. 276-276
Author(s):  
David Mann
2020 ◽  
Vol 6 (1) ◽  
pp. 17
Author(s):  
Yuanzhi Chen

<p>Currently, in the active trial stage, sponge city concept has been applied in many low-impact development facilities on expressways in China, but many applications are not widely used. From four angles of pavement, slope, interchange and service area of expressway, this paper explains the adverse effects brought by rainwater, and then gives, and it carries out scene analysis combined with actual engineering projects with some feasible application schemes. Finally, the concept of sponge city at present is summarized, and it is considered that the optimal planning and design can be made only after establishing a reliable mathematical model and carrying out quantitative analysis.</p>


2000 ◽  
Vol 1 (3) ◽  
pp. 9
Author(s):  
L. W. Currier

At the outset I wish to make it clear that I am presenting this subject as a geologist, and not as a coastal engineer. I stand only on the fringe of that area of engineering science, and it would be presumptuous of me to discuss techniques of shoreline engineering. On the other hand, analysis of geologic processes that have molded and are now molding the shoreline furnishes basic terrane data of importance in the solution of coastal problems. As a geologist, then, perhaps I may properly point out the pertinency of geology to these problems, and indicate the kinds of appropriate data that are within the province of the geologist to explore and interpret. More or less an observer on the sidelines, I have for some time been impressed by the intricacies of the problems involved in coastal engineering projects. Such engineering is, of course, highly scientific and technological. But it seems to me that it is also somewhat of an art, for it is strongly tempered by experience, and the success of a calculated solution to a problem is often anxiously awaited by the engineer when the project is completed. There seems to be less of the sliderule certainty that characterizes the planning and design of a bridge. Will the sea-wall, the jetty, or the offshore breakwater, for examples, accomplish the intended results? Sometimes they do not because of some unrealized factors. Such factors are often obscure geologic conditions - unrecognized because the geologic regimens along shores seem to be very delicately balanced with respect to several factors, and to be sensitive to even slight interferences, despite the massiveness of the natural forces that are at work. The geologic history of the coast, translated to the present, together with minutiae of existing geologic features may demonstrate such obscure factors. It behooves the engineer, therefore, to seek the offices of geologic sciences. Perhaps at this point I may be pardoned to related digression if - to employ the vernacular - I "get something off my chest".


Author(s):  
Tamer Bagatur ◽  
Nizamettin Hamidi

The food may cause serious loss of life and property. The evaluation of food events is necessary for the planning and design of engineering projects. In a dam, food problems should be considered for both upstream and downstream conditions. The characteristics of food problems can be derived from observation of dam sites. Tis paper aims to evaluate the impact of food hazards from spillway based on downstream conditions after dam construction. Also, the paper discusses downstream food problems depending on stream characteristics in an example dam site. In results, three reasons are determined for downstream foods problems: control problems of spillway gates, the naturally developing vegetation through channel flow line and incompetence of stream cross-section for carrying of food flows. Therefore, downstream conditions should be investigated before dam construction. Tis investigation can be considered in the planning phase. In addition, the cross-section and longitudinal profile of stream should be controlled via maintenance of stream after dam construction. In stream cross-section problems (such as vegetation, incompetence and irregularities), some modifications (e.g. straighten, deepen, and widen) can be applied with engineering works.


1993 ◽  
Vol 38 (10) ◽  
pp. 1114-1116
Author(s):  
Thomas F. Pettigrew

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