Document Details |
|||||
| Name of Department/Committee : | WRD 14 | ||||
|---|---|---|---|---|---|
| Document Number : | WRD 14 ( 27793) | ||||
| Document Title [English] : | CRITERIA FOR STRUCTURAL DESIGN OF PENSTOCK GUIDELINES PART 3 SPECIALS FOR PENSTOCKS First Revision of IS 11639 Part 3 | ||||
| Document Title [Hindi] : | पेनस्टॉक का संरचनात्मक डिजाइन करने के लिए मानदंड — दिशानिर्देश भाग 3 पेनस्टॉक्स के लिए विशेष (IS 11639 भाग 3 का पहला पुनरीक्षण) | ||||
| Document Type : | Revision | ||||
| Language : | English | ||||
| Priority : | 3 | ||||
| ICS Code : | 93.160 | ||||
| Date of Project Approval : | 26-03-2025 | ||||
| Standards to be Revised : |
|
||||
| Standards to be Superseded : |
|
||||
Classification Details |
|
| Group : | Civil Engineering Design and Construction |
| Sub Group : | Hydraulic and other related structures |
| Sub Sub Group : | Water Conductor Systems |
| Aspects : | Code of Practice |
| Risk : | Low |
| Certification : | Not Certifiable |
| Short Commom Man's Title : | |
| ITCHS Code : | |
| Ministry : |
|
| Sustainable development Goals : | |
| Degree of Equivalence : | Indigenous |
| Identical/Equivalent Standards : | |
| Organization Type: | |
| Sl.No. | Synosis Points | |
| 1 | Different types of specials like bends, reducers, expansion joints, etc, are used in steel penstocks carrying water from surge tanks or reservoirs to the power houses. This standard covers the structural design aspects of such specials taking into account the important hydraulic parameters involved. This standard is published in three parts: Part 1 Surface penstocks, Part 2 Buried/ embedded penstock and Part 3 Specials for penstocks. This standard was first published in 1996, and this revision has been brought out to bring the standard in the latest style and format of the Indian Standards. Further, the document has been reviewed to incorporate issued amendments and make necessary editorial corrections. The equation for the calculation of r_x has been corrected. | |
Timeline Details |
|||||||
|
|
|||||||
|
|||||||
|
|||||||