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FLOOD05011
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Last modified
1/25/2010 6:47:58 PM
Creation date
10/5/2006 1:11:41 AM
Metadata
Fields
Template:
Floodplain Documents
County
Alamosa
Community
Alamosa County
Stream Name
Rio Grande and Tributaries
Basin
Rio Grande
Title
Alamosa Local Protection Project Status Report
Date
12/1/1986
Prepared For
Alamosa County
Prepared By
US Army Corps of Engineers
Floodplain - Doc Type
Project
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<br />Retail Trade <br />Finance, Insurance, and Real Estate <br />Service Industries <br />Public Administration <br /> <br />980 <br />288 <br />1,788 <br />373 <br /> <br />19.7 <br />5.8 <br />35.9 <br />7.5 <br /> <br />, <br /> <br />One of the most dynamic industries is the tourist industry. Improved <br />facilities and transportation have helped the tourist industry to have steady <br />growth and contribute substantially to retail sales as people have corne to <br />take advantage of a variety of natural and cultural attractions throughout the <br />area. <br /> <br />IV. PROBLEMS AND OPPORTUNITIES <br /> <br />A. Existin~ Flood Problems: The hydrolic analysis of the study area <br />carried out by the Corps of Engineers determined the effect of rainfall and <br />snowmelt of various magnitudes on property along the Rio Grande within the <br />study area. The statistical propability of each rainfall is known based on <br />meteorologic records so that the flood threat can be determined. The <br />liklihood of flood occurrence is generally expressed as the probability of <br />exceedance during a given year. A particular event may be said to have a <br />percent probability of being met or exceeded in a given year. Over a very <br />long period, say several thousand years, this meteorological event would be <br />expected to be met or exceeded once for every 100 years elapsed. Therefore, <br />it is often referred to as the 100-year flood. Very large events can occur in <br />successive years and the 100-year event is not by any means limited to one <br />occurrence in a given 100-year period. It merely affords one method of <br />expressing likelihood. The likelihood of less severe events is expressed by <br />using lower exceedance frequencies (e.g. 50-year or 25-year) which reflect the <br />higher probability of their occurence in a given year. Probability of <br />exceedance in a particular year is the reciprocal of the exceedance frequency. <br />The flow frequency at Alamosa on the Rio Grande are presented in Table 1 as a <br />basis for understanding the problem and approaching solutions. Discharge is <br />expresed in cubic feet of water per second (cfs) flowing through the channel <br />at a given location. <br /> <br />TABLE 2 <br /> <br />DISCHARGE-FREQUENCY RELATIONSHIP <br />RIO GRANDE AT ALAMOSA <br /> <br />FREQUENCY OF EVENT <br /> <br />Discharge <br /> <br />10-vear <br />4,600 <br /> <br />25-vear <br />7,100 <br /> <br />50-vear <br />9,000 <br /> <br />100-year <br />10,900 <br /> <br />SPF <br />18,000 <br /> <br />The Corps of Engineers evaluates flood hazard and possible levels of <br />protection in terms of frequency (e.g. 100-year flood) and in terms of a <br />potential event known as the Standard Project Flood (SPF). The SPF is the <br />flood produced from the most severe flood producing rainfall considered <br />reasonably characteristic of the region. The rainfall is furnished to the <br /> <br />6 <br />
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