Download or read book Technical Abstract Bulletin written by and published by . This book was released on 1981 with total page 172 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book Government Reports Announcements Index written by and published by . This book was released on 1981-10 with total page 850 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book Government Reports Annual Index written by and published by . This book was released on 1981 with total page 1192 pages. Available in PDF, EPUB and Kindle. Book excerpt: Sections 1-2. Keyword Index.--Section 3. Personal author index.--Section 4. Corporate author index.-- Section 5. Contract/grant number index, NTIS order/report number index 1-E.--Section 6. NTIS order/report number index F-Z.

Download or read book Cumberland Pond Dam NJ00824 written by Richard McDermott and published by . This book was released on 1981 with total page 138 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book National Dam Safety Program Cumberland Pond Dam NJ00824 Delaware River Basin Manumuskin River Cumberland County New Jersey Phase 1 Inspection Report written by NEW JERSEY DEPT OF ENVIRONMENTAL PROTECTION TRENTON. and published by . This book was released on 1981 with total page 86 pages. Available in PDF, EPUB and Kindle. Book excerpt: The dam is an earth embankment supporting the roadway of N.J. Highway Route 49. A timber stoplog spillway is located at the upstream end of a concrete bridge near the left end of the dam. The outlet works is formed by the stoplogs which comprise the spillway. Based on visual inspection, past operational performance and Phase I engineering analyses, Cumberland Pond Dam is assessed as being in good overall condition. Hydraulic and hydrologic analyses indicate that the spillway is inadequate. Discharge capacity of the spillway is not sufficient to pass the designated spillway design flood (SDF) without an overtopping of the dam. (The SDF of Cumberland Pond Dam is equal to one-half the probable maximum flood.) The spillway is capable of passing approximately 26 percent of the probable maximum flood or 52 percent of the SDF. Therefore, the owner should engage a professional engineer experienced in the design and construction of dams in the near future to perform more accurate hydraulic and hydrologic analyses relating to spillway capacity.