This document provides information about hydraulic structures and dams, including textbooks, codes, manuals, and guidelines. It lists 10 textbooks on topics like design of hydraulic structures and dams. It also lists 8 Bureau of Indian Standards codes related to design of solid gravity dams, earthquake resistance, and cross-drainage works. Finally, it outlines various rules, regulations, manuals, and records from the Central Water Commission related to administration, technical topics, and dam safety.
Canal Regulation Works:
Canal Fall- Necessity and Location- Types of Falls- Cross Regulator and Distributory Head Regulator- Their Functions, Silt Control Devices, Canal Escapes- Types of Escapes.
Hydraulic failures .... 40%
Seepage failures…….. 30%
Structural failures .... 30%
(1) Overtopping
(2) Erosion of u/s slope by waves
(3) Erosion of d/s slope by wind and rain
(4) Erosion of d/s toe
(5) Frost action
(1) Overtopping = the design flood is under estimated.
spillway capacity is not adequet
spillway gates are not properly operated
free board is not sufficient
excessive settlement of the foundation and dam
(2) Erosion of u/s slope by waves = The waves developed near the top water surface due to the winds, try to notch out the soil from the upstream face and may even, sometimes, cause the slip of the upstream slope.
Upstream stone pitching or riprap should, therefore, be provided to avoid such failures.
(3) Erosion of d/s slope by wind and rain = The rainwater flowing down the slope; may result in the formation of 'gullies' on the downstream slope thus damaging the dam which may generally lead to partial failure of the dam or in some cases it may cause complete failure of the dam.
Erosion of d/s toe : = Toe erosion may occur due to two reasons :
erosion due to tail water
erosion due to cross currents that may come from spillway buckets.
Frost action : = If the earth dam is located at a place where the temperature falls below the freezing point, frost may form in the pores of the soil in the earth dam.
When there is heaving, the cracks may form in the soil. This may lead to dangerous seepage and consequent failure.
Seepage failures : = Seepage failures may occur due to the following causes :
(1) Piping through the foundation
(2) Piping through the dam
(3) Sloughing of d/s toe
Structural failures :=
Structural failures in earth dams are generally shear failures leading to sliding of the tents or the foundations.
(1) u/s and d/s slope failures due to construction pore pressures
(2) u/s slope failure due to sudden drawdown
(3) D/s slope failure due to steady seepage
(4) Foundation slide due to spontaneous liquefaction
(5) Failure due to earthquake
(6) Failure by spreading
(7) Slope protection failures
(8) Failure due to damage caused by borrowing animals
(9) Failure due to holes caused by leaching of water soluable salts
Criteria for safe Design of Earth Dam :
Section of an Earth Dam :
The design of an earth dam essentially consists of determining such a cross section
the dam which when constructed with the available materials will fulfill its required
tion with adequate safety. Thus there are two aspects of the design of an earth dam.
Engineering geologists provide the basic geological and geotechnical recommendations based on certain details analysis, and design associated surveys. These structures include dams as a major construction project. This lessons highlights the various aspects related to dams, types of dams and the causes of failure of dams.
Water demand, Types of demands, Factors affecting per capita demand, waste and losses, variations in demand, design periods, population forecasting methods & problems.
Hydraulic Design of Sewer:
Hydraulic formulae, maximum and minimum velocities in sewer, hydraulic
characteristics of circular sewer in running full and partial full conditions,
laying and testing of sewer, sewer appurtenances and network.
This presentation covered Diversion head work topic. Details topics selection of the suitable site for the
diversion headwork- different parts of
diversion headwork- Causes of failure of
structure on pervious foundation- Khosla’s
theory- Design of concrete sloping glacis weir covered.
Canal Regulation Works:
Canal Fall- Necessity and Location- Types of Falls- Cross Regulator and Distributory Head Regulator- Their Functions, Silt Control Devices, Canal Escapes- Types of Escapes.
Hydraulic failures .... 40%
Seepage failures…….. 30%
Structural failures .... 30%
(1) Overtopping
(2) Erosion of u/s slope by waves
(3) Erosion of d/s slope by wind and rain
(4) Erosion of d/s toe
(5) Frost action
(1) Overtopping = the design flood is under estimated.
spillway capacity is not adequet
spillway gates are not properly operated
free board is not sufficient
excessive settlement of the foundation and dam
(2) Erosion of u/s slope by waves = The waves developed near the top water surface due to the winds, try to notch out the soil from the upstream face and may even, sometimes, cause the slip of the upstream slope.
Upstream stone pitching or riprap should, therefore, be provided to avoid such failures.
(3) Erosion of d/s slope by wind and rain = The rainwater flowing down the slope; may result in the formation of 'gullies' on the downstream slope thus damaging the dam which may generally lead to partial failure of the dam or in some cases it may cause complete failure of the dam.
Erosion of d/s toe : = Toe erosion may occur due to two reasons :
erosion due to tail water
erosion due to cross currents that may come from spillway buckets.
Frost action : = If the earth dam is located at a place where the temperature falls below the freezing point, frost may form in the pores of the soil in the earth dam.
When there is heaving, the cracks may form in the soil. This may lead to dangerous seepage and consequent failure.
Seepage failures : = Seepage failures may occur due to the following causes :
(1) Piping through the foundation
(2) Piping through the dam
(3) Sloughing of d/s toe
Structural failures :=
Structural failures in earth dams are generally shear failures leading to sliding of the tents or the foundations.
(1) u/s and d/s slope failures due to construction pore pressures
(2) u/s slope failure due to sudden drawdown
(3) D/s slope failure due to steady seepage
(4) Foundation slide due to spontaneous liquefaction
(5) Failure due to earthquake
(6) Failure by spreading
(7) Slope protection failures
(8) Failure due to damage caused by borrowing animals
(9) Failure due to holes caused by leaching of water soluable salts
Criteria for safe Design of Earth Dam :
Section of an Earth Dam :
The design of an earth dam essentially consists of determining such a cross section
the dam which when constructed with the available materials will fulfill its required
tion with adequate safety. Thus there are two aspects of the design of an earth dam.
Engineering geologists provide the basic geological and geotechnical recommendations based on certain details analysis, and design associated surveys. These structures include dams as a major construction project. This lessons highlights the various aspects related to dams, types of dams and the causes of failure of dams.
Water demand, Types of demands, Factors affecting per capita demand, waste and losses, variations in demand, design periods, population forecasting methods & problems.
Hydraulic Design of Sewer:
Hydraulic formulae, maximum and minimum velocities in sewer, hydraulic
characteristics of circular sewer in running full and partial full conditions,
laying and testing of sewer, sewer appurtenances and network.
This presentation covered Diversion head work topic. Details topics selection of the suitable site for the
diversion headwork- different parts of
diversion headwork- Causes of failure of
structure on pervious foundation- Khosla’s
theory- Design of concrete sloping glacis weir covered.
Introduction to irrigation and drainageMulenge Peter
Irrigation is any process other than natural precipitation, which supplies water artificially to the soil to make up the deficiency of moisture under natural conditions for the profitable growth of crops, which otherwise would not be assured.
The irrigation process involves investigation, planning, design, construction, maintenance and operation of structures and channels for the proper conveyance of water from the source to the point of application.
Civil v-hydrology and irrigation engineering [10 cv55]-notesSuryenn Edwie Mon
WRE: UNIT–I:
Surface Water Hydrology: Water Resources in India, Hydrology in water Resources Planning –Precipitation – Types,
Measurement of rainfall, Average depth of rainfall over an area, Mean annual rainfall, consistency of rainfall record, Double
mass curve; Infiltration – Factors affecting and its determination, Evaporation and Evapo-Transpiration. Runoff – factors
affecting runoff, methods of determination of runoff, stream gauging.
UNIT-II:
Hydrograph analysis: Base flow separation, Unit Hydrograph – Hydrograph of different durations, applications of unit
hydrograph, S-hydrograph, Flood Forecasting Techniques.
Ground Water Hydrology: Mechanics of interstitial flow, definitions, sub surface distribution of water, types of aquifers,
ground water movement, Darcy’s law, Well hydraulics – steady flow into wells in Un-confined and confined aquifers,
determination of hydraulic properties of aquifer, pumping test and recuperation test methods for determination of yield of
open well.
UNIT-III:
Reservoir Planning: Types of reservoir investigations for reservoir planning, selection of site for a reservoir, zones of
storage in a reservoir, reservoir yield, mass curve and demand curve, determination of reservoir capacity, yield from a
reservoir of given capacity, operating schedules, guide curve for reservoir operation, apportionment of total cost of a multi
purpose project, reservoir sedimentation, control of reservoir sedimentation, useful life of a reservoir.
UNIT-IV:
Irrigation: Definition of irrigation, types of irrigation systems – direct and indirect, lift and inundation irrigation system,
methods of irrigation – surface and sprinkler methods, drip irrigation, Soil moisture constants, depth of water held by soil in
root zone. Water requirements of crops, Duty, Delta, Base period and their relationship, crop seasons, factors affecting duty
and methods of improving duty, consumptive use of water, determination of canal capacities for cropping patterns.
UNIT-V:
Canal Systems: Classification of irrigation canals – canal alignment, design of unlined canals, regime theories – Kennedy’s
and lacey’s theories, tractive - force method, design problems – balancing depth of canal.
Culvert: A Robust Framework for Secondary Indexing of Structured and Unstruct...Jesse Yates
Ed Kohlwey's presentation at 2011 Hadoop Summit.
Secondary indexing is a common design pattern in BigTable-like databases that allows users to index one or more columns in a table. This technique enables fast search of records in a database based on a particular column instead of the row id, thus enabling relational-style semantics in a NoSQL environment. This is accomplished by representing the index either in a reserved namespace in the table or another index table. Despite the fact that this is a common design pattern in BigTable-based applications, most implementations of this practice to date have been tightly coupled with a particular application. As a result, few general-purpose frameworks for secondary indexing on BigTable-like databases exist, and those that do are tied to a particular implementation of the BigTable model.
We developed a solution to this problem called Culvert that supports online index updates as well as a variation of the HIVE query language. In designing Culvert, we sought to make the solution pluggable so that it can be used on any of the many BigTable-like databases (HBase, Cassandra, etc.). We will discuss our experiences implementing secondary indexing solutions over multiple underlying data stores, and how these experiences drove design decisions in creating the Culvert framework. We will also discuss our efforts to integrate HIVE on top of multiple indexing solutions and databases, and how we implemented a subset of HIVE's query language on Culvert.
In this you will find some of the basic thing regarding the elevated water tank and this is our one of the team project work in college. Hope you will enjoy it....
Book Formatting: Quality Control Checks for DesignersConfidence Ago
This presentation was made to help designers who work in publishing houses or format books for printing ensure quality.
Quality control is vital to every industry. This is why every department in a company need create a method they use in ensuring quality. This, perhaps, will not only improve the quality of products and bring errors to the barest minimum, but take it to a near perfect finish.
It is beyond a moot point that a good book will somewhat be judged by its cover, but the content of the book remains king. No matter how beautiful the cover, if the quality of writing or presentation is off, that will be a reason for readers not to come back to the book or recommend it.
So, this presentation points designers to some important things that may be missed by an editor that they could eventually discover and call the attention of the editor.
Visual Style and Aesthetics: Basics of Visual Design
Visual Design for Enterprise Applications
Range of Visual Styles.
Mobile Interfaces:
Challenges and Opportunities of Mobile Design
Approach to Mobile Design
Patterns
Maximize Your Content with Beautiful Assets : Content & Asset for Landing Page pmgdscunsri
Figma is a cloud-based design tool widely used by designers for prototyping, UI/UX design, and real-time collaboration. With features such as precision pen tools, grid system, and reusable components, Figma makes it easy for teams to work together on design projects. Its flexibility and accessibility make Figma a top choice in the digital age.
White wonder, Work developed by Eva TschoppMansi Shah
White Wonder by Eva Tschopp
A tale about our culture around the use of fertilizers and pesticides visiting small farms around Ahmedabad in Matar and Shilaj.
Fonts play a crucial role in both User Interface (UI) and User Experience (UX) design. They affect readability, accessibility, aesthetics, and overall user perception.
Can AI do good? at 'offtheCanvas' India HCI preludeAlan Dix
Invited talk at 'offtheCanvas' IndiaHCI prelude, 29th June 2024.
https://www.alandix.com/academic/talks/offtheCanvas-IndiaHCI2024/
The world is being changed fundamentally by AI and we are constantly faced with newspaper headlines about its harmful effects. However, there is also the potential to both ameliorate theses harms and use the new abilities of AI to transform society for the good. Can you make the difference?
Technoblade The Legacy of a Minecraft Legend.Techno Merch
Technoblade, born Alex on June 1, 1999, was a legendary Minecraft YouTuber known for his sharp wit and exceptional PvP skills. Starting his channel in 2013, he gained nearly 11 million subscribers. His private battle with metastatic sarcoma ended in June 2022, but his enduring legacy continues to inspire millions.
Connect Conference 2022: Passive House - Economic and Environmental Solution...TE Studio
Passive House: The Economic and Environmental Solution for Sustainable Real Estate. Lecture by Tim Eian of TE Studio Passive House Design in November 2022 in Minneapolis.
- The Built Environment
- Let's imagine the perfect building
- The Passive House standard
- Why Passive House targets
- Clean Energy Plans?!
- How does Passive House compare and fit in?
- The business case for Passive House real estate
- Tools to quantify the value of Passive House
- What can I do?
- Resources
Storytelling For The Web: Integrate Storytelling in your Design ProcessChiara Aliotta
In this slides I explain how I have used storytelling techniques to elevate websites and brands and create memorable user experiences. You can discover practical tips as I showcase the elements of good storytelling and its applied to some examples of diverse brands/projects..
1. CEL351 Design of Hydraulic Structures (By S. K. Kharole)
http://web.iitd.ac.in/~chahar/Courses/CEL351/CEL351%20Hydraulic
%20Structures.htm
1. Hydraulic Structures; P. Novak, AIB Moffat, C. Nalluri, and R. Narayanan:
Taylor & Francis, New York
2. Engineering for Dams, Vol I & Vol II; Creager, Justin and Hinds; John Wiley
3. Water Resources Engineering; JB Franzini, DL Freyberg, G Tchobanoglous;
McGraw Hill
4. Design Textbooks in Civil Engineering – Irrigation Engineering – Vol VI –
Dams; L Leliavsky; Chapman & Hall
5. Design of Small Dams; USBR; Oxford & IBH.
6. Fundamentals of Irrigation Engineering; Bharat Singh; Nem Chand.
7. Irrigation and Water Power Engineering; BC Punmia, BBL Pande; Laxmi
Pub.
8. Irrigation, Water Power and Water Resources Engineering; KR Arora;
Standard Pub.
9. Theory and Design of Irrigation Structures; Varshney, Gupta, Gupta; Nem
Chand.
10. Irrigation Engineering and Hydraulic Structures; SK Garg; Khanna Pub.
Bureau of Indian Standard (BIS) Codes on Hydraulic Structures
1. IS Code 6512: Criteria for Design of Solid Gravity Dams
2. IS Code 1893: Criteria for Earthquake Resistant Design of Structures
3. IS Code 7784-Cross-Drainage Works: Part 1 - General
4. IS Code 7784- Cross-Drainage Works: Part 2 - Aqueduct
5. IS Code 7784- Cross-Drainage Works: Part 2 – Syphon Aqueduct
6. IS Code 7784- Cross-Drainage Works: Part 2 – Canal Syphon
7. IS Code 7784- Cross-Drainage Works: Part 2 – Superpassage
8. IS Code 7784- Cross-Drainage Works: Part 2 – Level Crossing
ITEM -V Rules, Regulation , Instruction Manuals, Records held by Central Water Commission
or under its Control or used by its Employees for Discharging its Functions are given in the
following paragraphs
http://www.cwc.nic.in/main/webpages/rti/rti_item5.html
2. Administrative
• 1. Fundamental Rules
• 2. Supplementary Rules
• 3. Leave Rules
• 4. Traveling Allowance Rules
• 5. LTC Rules
• 6. Medical Attendance Rules
• 7. Central Civil Services (Conduct) Rules
• 8. Central Civil Services (CCA) Rules
• 9. Central Civil Services (Pension) Rules
• 10. Central Civil Services (Commutation of Pension) Rules
• 11. Central Civil Services (Temporary Service) Rules
• 12. General Provident Fund Rules
• 13. Staff Car Rules
• 14. Brochure on Reservation for SC & ST in Services
• 15. Manual of Office Procedure
• 16. CPWD Manual Vol. I and II
• 17. CPWD Accounts code
• 18. Delegation of Financial Powers Rules
• 19. General Financial Rules
• 20. Powers available to CWC Officers
• 21. CW&PC Manual
Technical
Following technical documents are held/referred by its employees for discharging their
functions:
General
• 1. Broad Guidelines for Preparation of Project Estimates for Major Irrigation and
Multipurpose Projects (CWC)
• 2. Topographical Sheets of Survey of India available in CWC’s Map record section
(SOI)
• 3. Guidelines for preparation of Detailed Project Report of Irrigation and
Multipurpose Projects by Working Group of the then Ministry of Irrigation (CWC)
• 4. BIS Codes on related topics (BIS)
Some of the important manuals, guidelines and past references along with BIS codes and
various Journals/Publications, which are frequently referred by individuals from time to
time, are as follows:
WP&P Wing
3. • 1. Guidelines for Less Water Consuming Cropping Pattern for Irrigation Systems in
Drought Prone Areas (CWC)
• 2. Guidelines for Preparation of River Basin Master Plan (CWC)
• 3. Guidelines for the Provision of Drinking Water Supply System in Multipurpose
and Irrigation Projects (CWC)
• 4. Guidelines for Submission, Appraisal and Clearance of Irrigation and
Multipurpose Projects (CWC)
• 5. Guidelines for Preparation of Revised Estimates of the Project and Appraisal
Procedure (CWC)
• 6. Guidelines for Monitoring of Irrigation Projects (CWC)
• 7. Guidelines for Planning Conjunctive Use of Surface and Ground Waters in
Irrigation Projects (CWC and INCID)
• 8. Guidelines for Standard Equipment Specifications (CWC)
• 9. Guide lines/Norms for Detailed Calculations for the requirement of each
category and size of the earth moving and production equipment-Working Group
Report (CWC)
• 10. Report of the Committee to Review Existing Criteria for Working out Benefit
Cost Ratio for Irrigation Projects (CWC/Planning Commission)
• 11. Evolution of Project Preparation & Appraisal in the Irrigation Sector (CWC)
• 12. Guidelines for Preparation of Status Report of Monitored Projects (CWC)
• 13. Guidelines for Accelerated Irrigation Benefits Programme (MOWR )
• 14. Guidelines for Environment Impact Assessment of River Valley Projects
(Ministry of Environment and Forests )
• 15. A Guide for estimating Irrigation Water Requirements ( Ministry of Agriculture
)
• 16. Manual on Irrigation Water Management ( Ministry of Agriculture and
Irrigation)
• 17. Water Management Manual (Ministry of Water Resources )
• 18. Indian Standard Guidelines for Allocation of Cost Among Different Purposes of
River Valley Projects (BIS)
D&R Wing
• 1. Manual on Design Fabrication, Erection and Maintenance of Steel Penstocks
(CWC)
• 2. Manual on Hydraulic Design of Gates (CWC)
• 3. Manual on Design of Radial Gate (CWC)
• 4. Manual on Design of High Head Gates and Rope Drum Hoist (CWC)
• 5. Manual on Design of Weirs and Barrages on Permeable Foundations (CWC)
• 6. Manual on Canal falls (CWC) 7. Manual on Irrigation and Power Channels
(CWC)
• 8. Manual on Lining of Canal in Expansive Soils (CWC)
• 9. Design Flood Manual (CWC)
• 10. Manual on Hydraulic Design of Overflow Spillway Crest (CWC)
• 11. Guidelines for Planning of Parallel Canals (CWC)
• 12. Guidelines for Safety Inspection of Dams (CWC)
4. • 13. Compendium on Silting of Reservoir (CWC)
• 14. Sub-Zonal Flood Estimation Reports (CWC)
• 15. Model Study Report used for Design and Drawings for River Valley Projects
(CWC)
• 16. Technical Specifications (CWC)
• 17. Design / Technical Memorandum (CWC)
• 18. National Register of Large Dams (CWC)
• 19. Report on Dam Safety Procedures (CWC)
• 20. Estimation of PMF using PMP Atlas (Southern peninsular rivers except Krishna
Basin) (CWC)
• 21. PMP Atlas for Ganga Basin (CWC)
• 22. Manual for estimation of probable maximum precipitation (PMP) (WMO No.
332)
• 23. Atlas for 1 day point PMP (IMD)
• 24. Atlas for 1 day point PMP (IITM)
• 25. Concrete Manual (USBR)
• 26. Earth Dam Manual (USBR)
• 27. Design of Small Dams (USBR)
• 28. Design of Gravity Dam (USBR)
• 29. Design Standards-Embankment dam (USBR no.13)
• 30. Concrete Dam (CBIP no.266)
• 31. Manual on Tunnel (CBIP)
• 32. Life of Reservoirs (CBIP)
RM Wing
• 1 Guidelines for Preparation, Submission, Appraisal and Clearance of Flood
Management Schemes (CWC)
• 2 Manual on Flood Forecasting (CWC)
• 3 Manual on Hydrological Observation (CWC)
• 4 Embankment Manual (CWC)
• 5 Enhancement of powers of the State Governments for the sanction of flood
control, drainage, anti-water logging and anti-sea erosion scheme – (Planning
Commission, I&CAD Division)
http://books.google.com/books/about/Design_of_gravity_dams.html?id
Design of gravity dams: design manual for concrete gravity dams, Parts 1-15
United States. Bureau of Reclamation
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5. BUREAU OF INDIAN STANDARDS
Program of Work Database
WRD 9 DAMS AND RESERVOIRS
Scope: CRITERIA FOR SELECTION, DE4SIGN, CONSTRUCTION, MAINTENANCE AND SAFETY FOR
VARIOUS TYPES OF DAMS INCLUDING REQUIREMENTS FOR THEIR MODEL TESTING, AND
APPLICABLE; AND CRITERIA FOR LOCATION, CAPACITY AND LIFE OF RESERVOIRS, OPERATION
AND MAINTENANCE OF RESERVOIRS, AFFORESTATION AND SOIL MAINTENANCE OF
RESERVOIRS, AFFORESTATION AND SOIL CONSERVATION OF CATCHMENT AREAS
STANDARDS PUBLISHED
Sl Reaffirmed
IS No. Title Amd.
No. Date
Methods for fixing the capacities of reservoirs:
1 IS 5477(Part 1):1999 07 2004
Part 1 General requirements
Methods for fixing the capacities of reservoirs:
2 IS 5477(Part 2):1994 07 2004
Part 2 Dead storage (first revision)
Methods for fixing the capacities of reservoirs:
3 IS 5477(Part 3):2002
Part 3 Live storage (first revision)
Methods for fixing the capacities of reservoirs:
4 IS 5477(Part 4):1971 08 2003
Part 4 Flood storage
Criteria for design of solid gravity dams (first
5 IS 6512:1984 08 2003
revision)
Code of practice for control of sediment in
6 IS 6518:1992 10 2002
reservoirs (first rvision)
Recommendations for watershed management
7 IS 6748(Part 1):1973 relating to soil conservation Part 1 Agronomic 02 2001
aspects
Methods for determination of evaporation from
8 IS 6939:1992 10 2002
resrvoirs (first revision)
Operation of reservoirs - Guidelines (first
9 IS 7323:1994 08 2003
revision)
Code of practice for stability analysis of earth
10 IS 7894:1975 10 2002 1
dams
Code of practice for protection of slope for
11 IS 8237:1985 10 2002
reservoir embankments (first revision)
Code of practice for construction of masonry in
12 IS 8605:1977 08 2003
dams
Guidelines for design of large earth and rockfill
13 IS 8826:1978 08 2003
dams
Guidelines for inspection and maintenance of
14 IS 9296:2001
dam and appurtenant structures(first revision)
Recommendations for lighting, ventilation and
15 IS 9297:1979 02 2001
other facilities inside the dam
Code of practice for drainage system for earth
16 IS 9429:1999 08 2003
and rockfill dams(first revision)
6. Sl Reaffirmed
IS No. Title Amd.
No. Date
Code of practice for drainage system for gravity
17 IS 10135:1985 dams, their foundations and abutments (first 10 2002
revision)
Freeboard requirements in embankment dams -
18 IS 10635:1993 08 2003
Guidelines (first revision)
Code of practice for permeability test for
19 IS 11216:1985 08 2003
masonry (during and after construction)
20 IS 12169:1987 Criteria for design of small embankment dams 10 2002
Guidelines for determination of effects of
21 IS 12182:1987 sedimentation in planning and performance of 10 2002
reservoirs
Code of practice for provision of water stops at
22 IS 12200:2001 transverse contraction joints in masonry and
concrete dams(first revision)
Code of practice for galleries and other
23 IS 12966(Part 1):1992 10 2002
openings in dams: Part 1 General requirements
Code of practice for galleries and other
24 IS 12966(Part 2):1990 10 2002
openings in dams: Part 2 Structural design
Recommendations for provision of facilities
25 IS 13144:1991 10 2002
outside dams
Guidelines for guniting the upstream face of
26 IS 13645:1993 10 2002
masonry dams
Sedimentation in reservoirs - Method of
27 IS 13665:1993 08 2003
measurement
IS 14591(Part 0/Sec Guidelines for temperature control of mass
28 07 2004
1):1998 concrete for dams
Minimising evaporation losses from reservoirs -
29 IS 14654:1999 07 2004
Guidelines
Quality control during construction of earth and
30 IS 14690:1999 07 2004
rockfill dams - Recommendations
Distress and remidial measures in earth and
31 IS 14954:2001
rockfill dams-Guidelines
Specification for PVC waterstops at transverse
32 IS 15058:2002 contraction joints in masonry and concrete
dams
NEW ITEM
Sl No. Document No. Title
Determination of volume of water and water level in lakes and
1 DOC.WRD 009(0000)
reservoirs