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تعیین احتمال خطر در طرح های هیدرولوژی و منابع آب | ||
نشریه دانشکده فنی | ||
مقاله 5، دوره 39، شماره 0 - شماره پیاپی 1000183، آذر 1357 اصل مقاله (932.69 K) | ||
نویسنده | ||
علی ولی خوجینی* | ||
چکیده | ||
در طرح های مهندسی هیدرولوژی و منابع آب ، قبل از همه چیز لازم است درباره فراوانی وقوع رویدادها یا بعبارت دیگر ، دوره برگشت تصمیم گرفت . در این مقاله طرز تهیه منحنی فراوانی تجمع تشریح و احتمال و دوره برگشت و همچنین اشتباهات مقادیر کوچک احتمال مورد بحث قرار می گیرد . در اینجا کاربرد نظریه احتمالات در مورد احتمال خطر مربوط به طرح های هیدرولوژی و منابع آب از نظر می گذرد . جدول و نموداری تنظیم و ارائه شده که دوره برگشت را بر حسب عمر مورد انتظار طرح ، برای سطوح مختلف احتمال به دست می دهد . برای روشن شدن موضوع چند مثال عملی طرح و حل شده است . در خاطمه بحث و نتیجه گیری های مربوط ذکر شده است . | ||
عنوان مقاله [English] | ||
DETERMINATION FOR RISKS IN HYDROLOGICAL AND WATER RESOURCES PROJECTS. | ||
چکیده [English] | ||
Statistical analysis is used in hydrology where variables and processes are observed and stated in terms of numbers. The majority of hydrologic phenomena in nature, such as precipitation, runoff, evaporation, sediment transport, water quality properties, elc., are stochastic processes. However, in considering events on an annual basis, the occurence of the events may be assumed independant and the hydrologic system may be assumed to be time invariant. Magnitude-frequency relationships are used frequently in water resources design of engineering projects. The empirical simple frequency distributions, as the estimate of the population probability distributions, are often the only available information. The practical plotting position formulas are summarized in this paper. The return period established by frequency analysis such as just described indicates only the average interval between events equal to or greater than a given magnitude, or the probability that such an event will occur in anyone year. If it is desired to select a design flow which is most likely to occur during the life of the structure, it is necessary to use a return period greater than the estimated useful life. Often the design return period of a water resources project can be treated as a function of the useful life of the project and the permissible risk of failure. The risk in this subject is identified with probabilities of value greater, or smaller than, a given value. However, there are addi tional risks involved which should be considered in water resources projects, such those due to random measurements and computation, errors of observation, systematic errors in data, non homogenity, loss of information, sampling errors, use of inefficient statistical methods in extracting the information from a pool of data and other errors. The paper shows the development of cumulative frequency curve and its statistical interpretation. The solution techniques of certain problems based | ||
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