IS 116291986AI Search Enabled✦ AI Generated

Code of practice for installation and operation of the single-point hydraulic over-flow setting gauge

IS 11629:1986 provides a detailed code of practice for the installation and operation of single-point hydraulic over-flow settlement gauges, instruments used to measure settlements in earthfills, embankments, and dams. This standard guides engineers on proper setup, priming, and reading of these hydraulic gauges to ensure accurate settlement monitoring in geotechnical and foundation engineering projects.

7Sections
94Clauses Indexed
AI Search Ready
1986Edition
Soil and Foundation EngineeringCategory
Alternative search terms: IS 11629 PDF, IS 11629 pdf free download, IS 11629 free download pdf, IS11629 PDF, IS-11629 PDF, IS 11629 1986 PDF, IS 11629:1986 PDF, IS 11629-1986 PDF, IS 11629 (1986) PDF, IS 11629 1986 edition PDF, IS 11629 edition 1986 PDF

What This Standard Covers

IS 11629:1986 provides a detailed code of practice for the installation and operation of single-point hydraulic over-flow settlement gauges, instruments used to measure settlements in earthfills, embankments, and dams. This standard guides engineers on proper setup, priming, and reading of these hydraulic gauges to ensure accurate settlement monitoring in geotechnical and foundation engineering projects.

Who Uses This Standard

  • Geotechnical Engineers
  • Foundation Engineers
  • Civil Engineers
  • Construction Project Managers
  • Instrumentation Specialists
  • Dam and Embankment Designers
  • Soil Mechanics Researchers

Key Topics Covered

Principle and working of hydraulic over-flow settlement gauge
Installation procedures for single-point gauges
Priming and air removal techniques
Accurate reading and measurement methods
Water and air pressure management
Location and positioning of measuring units
Maintenance and operational precautions
Interpretation of settlement data
Use of SI units and rounding off numerical values
Ensuring atmospheric pressure equilibrium
Handling obstructions in air tubes
Safety and quality control measures

Table of Contents

1Scope

IS 11629 - Scope Summary & Key Specifications

  • Scope:
    This code covers the installation and operation of the Single Point Hydraulic Over-flow Setting Gauge used for measuring settlement in foundations.

  • Key Precautions (Clause 5.4):

    • Air tube must maintain equal pressure between overflow and standpipe water surfaces.
    • Air tube must be free from obstructions (water droplets, debris) to ensure accurate pressure transmission.
  • Installation Details (Fig. 1):

    • Components: Water reservoir, standpipe, settlement cell, pressure chamber, air line tube, overflow tube, drain tube.
    • The system balances water levels to measure settlement hydraulically.
  • Units (SI Units):

    • Length: metre (m)
    • Force: newton (N = kg·m/s²)
    • Pressure: pascal (Pa = N/m²)
    • Energy: joule (J = N·m)
    • Power: watt (W = J/s)
  • Rounding Off (Clause 0.3):

    • Final test values must be rounded per IS:2-1960, maintaining significant digits as specified.

Summary Table: Key Components & Functions

ComponentFunction
Air Line TubeTransmits pressure, must be obstruction-free
Water Overflow TubeMaintains water level balance
Settlement CellMeasures foundation settlement
Pressure ChamberEqualizes pressure with standpipe

flowchart LR
    WR[Water Reservoir] --> OT[Overflow Tube]
    OT --> SP[Stand Pipe]
    SP --> PC[Pressure Chamber]
    PC --> SC[Settlement Cell]
    PC --> AT[Air Line Tube]
    AT -.-> Atmosphere[Open to Atmosphere]

This diagram shows the hydraulic connection ensuring pressure equilibrium for accurate settlement measurement.


For detailed formulas or calibration, refer to specific clauses within IS 11629 related to gauge readings and pressure calculations.

2Principle of Hydraulic Over-flow Settlement Gauge

Hydraulic Over-flow Settlement Gauge (IS 11629) – Key Points

Principle (Clause 2.1, 3.3)

  • Functions like a large U-tube manometer.
  • One end: Measuring stand pipe (manometer) in instrument house.
  • Other end: Over-flow tube in settlement capsule.
  • When the center of the stand pipe scale aligns with the upper end of the over-flow tube, air pressure is equalized.
  • Settlement is read as the change in water level in the stand pipe.

Key Specifications

  • Single point measurement for earthfill, embankments, dams.
  • Measures settlement by hydraulic water level changes.
  • Installation requires careful leveling of stand pipe and settlement capsule.

Formula for Settlement (S)

[ S = h_0 - h ]

Where:

  • ( h_0 ) = initial water level in stand pipe
  • ( h ) = current water level in stand pipe after settlement

Rounding Off (As per revised rules)

  • Numerical values should be rounded off suitably for clarity and precision (refer to IS 11629 for exact rounding rules).

Diagram: Basic Setup

flowchart LR
    A[Settlement Capsule] -- Overflow tube --> B[Water Column in U-tube]
    B -- Water level change --> C[Measuring Stand Pipe]
    C -- Reading --> D[Scale]
    style A fill:#f9f,stroke:#333,stroke-width:1px
    style B fill:#bbf,stroke:#333,stroke-width:1px
    style C fill:#bfb,stroke:#333,stroke-width:1px
    style D fill:#ffb,stroke:#333,stroke-width:1px

Summary:
The gauge measures settlement by detecting hydraulic water level changes in a U-tube system, with readings taken on a stand pipe scale aligned to the settlement capsule overflow tube.

3Accuracy and Measurement

IS 11629: Accuracy and Measurement Key Points

Accuracy Requirements (Clause 3.5)

  • Gauge accuracy:
    • ±1 mm when the stand pipe is at the same level as the settlement cell.
    • ±2 mm when a water column is used between stand pipe and cell.

Measurement Principle (Clause 2.1)

  • Hydraulic settlement gauge operates like a large U-tube manometer.
  • Measures settlement by balancing water levels in:
    • Stand pipe (measuring tube)
    • Over-flow tube connected to settlement cell

Precautions (Clause 5.4)

  • Keep air tube free from obstructions (water droplets, debris) to maintain accurate pressure balance.
  • This ensures water surfaces in stand pipe and overflow tube are at same pressure.

Units and Rounding (Clause 0.3)

  • Use SI units (e.g., length in meters, pressure in pascals).
  • Round off results per IS 2-1960 to match significant figures of specified values.

Summary Table: Accuracy of Hydraulic Settlement Gauge

ConditionAccuracy (± mm)
Stand pipe and cell at same level1
Water column used2

Diagram: Hydraulic Settlement Gauge Setup

flowchart LR
    A[Water Reservoir] --> B[Overflow Tube]
    B --> C[Settlement Cell]
    C --> D[Pressure Chamber]
    D --> E[Stand Pipe (Manometer)]
    E --> F[Open to Atmosphere]
    subgraph Air Line Tube
        direction TB
        G[Air Tube] --> H[Drain Tube]
    end

This ensures precise settlement measurement by maintaining equal pressure heads and minimal measurement error.

4Installation and Operation Procedures

IS 11629: Installation & Operation of Single Point Hydraulic Over-Flow Setting Gauge

Though the code lacks explicit formulas or tables, key points for installation and operation include:

Installation

  • Location: Install gauge at a stable reference point, free from vibrations and disturbances.
  • Mounting: Ensure firm, vertical mounting to avoid measurement errors.
  • Connections: Use leak-proof hydraulic connections; avoid air bubbles in the system.
  • Calibration: Calibrate gauge before use against a known standard.

Operation

  • Initial Setup: Fill the hydraulic system carefully, removing trapped air.
  • Measurement: Record overflow readings at consistent intervals.
  • Maintenance: Periodically check for leaks, recalibrate as necessary.

General Specifications

ParameterTypical Value/Requirement
Operating PressureAs per gauge rating (usually low)
Fluid TypeClean, non-corrosive hydraulic fluid
Temperature RangeAmbient to gauge specified limits

Conceptual Diagram of Installation Setup

flowchart TD
    A[Reference Point] --> B[Hydraulic Gauge]
    B --> C[Overflow Outlet]
    B --> D[Measurement Device]
    style A fill:#f9f,stroke:#333,stroke-width:2px
    style B fill:#bbf,stroke:#333,stroke-width:2px

For detailed operational procedures, refer to the full IS 11629 document or manufacturer's guidelines.

5Precautions and Maintenance

IS 11629 - Precautions and Maintenance for Single Point Hydraulic Over-Flow Setting Gauge

Key Precautions (Clause 5.4)

  • Air tube must remain free of obstructions (e.g., water droplets, debris).
  • This ensures equal pressure between the overflow and standpipe water surfaces.
  • Blockages can cause erroneous readings or gauge malfunction.

Maintenance Tips

  • Regularly inspect and clean the air line tube.
  • Ensure the overflow tube and drain tube are clear.
  • Check the pressure chamber and settlement cell for leaks or damage.
  • Maintain the water reservoir level to avoid pressure imbalance.

Installation Reference (Fig. 1)

  • Components:
    • Water reservoir
    • Stand pipe
    • Settlement cell
    • Pressure chamber
    • Air line tube
    • Overflow tube
    • Drain tube
  • All connected to maintain hydraulic equilibrium.

SI Units for Reference (from IS 11629)

QuantityUnitSymbolDefinition
LengthmetremBase unit
Pressure, stresspascalPa1 Pa = 1 N/m²
ForcenewtonN1 N = 1 kg·m/s²

flowchart LR
    WR[Water Reservoir] --> SP[Stand Pipe]
    SP --> SC[Settlement Cell]
    SC --> PC[Pressure Chamber]
    PC --> AL[Air Line Tube]
    AL --> ATM[Open to Atmosphere]
    WR --> OT[Overflow Tube]
    WR --> DT[Drain Tube]

    style WR fill:#a2d5f2,stroke:#333,stroke-width:1px
    style SP fill:#f9f,stroke:#333,stroke-width:1px
    style SC fill:#ff9,stroke:#333,stroke-width:1px
    style PC fill:#9f9,stroke:#333,stroke-width:1px
    style AL fill:#fcf,stroke:#333,stroke-width:1px

Summary: Keep air tubes unobstructed for accurate hydraulic pressure measurement. Regular cleaning and inspection are essential for reliable gauge operation.

6Units and Rounding Off Values

IS 11629: Units and Rounding Off Values

Key Points on Units:

  • The standard uses SI Units as per IS:2-1960.
  • Fundamental units include:
    • Length: metre (m)
    • Mass: kilogram (kg)
    • Time: second (s)
    • Electric current: ampere (A)
    • Temperature: kelvin (K)
    • Luminous intensity: candela (cd)
    • Amount of substance: mole (mol)
  • Supplementary units:
    • Plane angle: radian (rad)
    • Solid angle: steradian (sr)
  • Derived units include:
    • Force: newton (N) = kg·m/s²
    • Energy: joule (J) = N·m
    • Power: watt (W) = J/s
    • Pressure: pascal (Pa) = N/m²

Rounding Off Values (Clause 0.3):

  • Final observed or calculated values must be rounded off according to IS:2-1960.
  • The number of significant digits retained should match the specified value's precision in the standard.
  • This ensures uniformity and compliance in reporting test or analysis results.

Summary Table: Units

QuantityUnitSymbolDefinition
Lengthmetrem
Masskilogramkg
Timeseconds
ForcenewtonN1 N = 1 kg·m/s²
EnergyjouleJ1 J = 1 N·m
PowerwattW1 W = 1 J/s
Pressure, StresspascalPa1 Pa = 1 N/m²
Electric currentampereA
TemperaturekelvinK
Plane angleradianrad

Practical Tip on Rounding (IS:2-1960):

  • If the first digit
7References and Bibliography

IS 11629: References and Bibliography - Key Specifications & Tables

1. Precautions for Hydraulic Settlement Gauge (Clause 5.4)

  • Air tube must maintain equal pressure between overflow and standpipe water surfaces.
  • Keep air tube free from obstructions (e.g., water droplets).
  • Ensures accurate pressure transmission.

2. Installation Details (Fig. 1)

  • Components:
    • Water reservoir
    • Stand pipe level
    • Settlement cell
    • Pressure chamber
    • Air line tube
    • Water overflow tube
    • Drain tube
  • Air tube connects pressure chamber to atmosphere for pressure equalization.

3. International System of Units (SI Units)

QuantityUnitSymbolDefinition
Lengthmetrem
Masskilogramkg
Timeseconds
ForcenewtonN1 N = 1 kg·m/s²
EnergyjouleJ1 J = 1 N·m
PowerwattW1 W = 1 J/s
Pressure, StresspascalPa1 Pa = 1 N/m²
Electric currentampereA
Thermodynamic temp.kelvinK
Luminous intensitycandelacd
Amount of substancemolemol

4. Rounding Off (IS:2-1960)

  • Final test or calculation values must be rounded off as per IS:2-1960.
  • Retain significant figures equal to those specified in the standard.

Summary Diagram: Hydraulic Settlement Gauge Setup

flowchart LR
    WR[Water Reservoir] --> SP[Stand Pipe Level]
    SP --> SC[Settlement Cell]
    SC --> PC[Pressure Chamber]
    PC --> AT[Air Line Tube]
    AT --> ATM[Open to Atmosphere]
    WR --> WOT[Water Overflow Tube]
    WR --> DT[Drain Tube]

Popular Questions About IS 11629

?What is the principle behind the hydraulic over-flow settlement gauge?

The hydraulic over-flow settlement gauge operates on the manometer principle, essentially functioning as a large U-tube:

  • One end is a measuring stand pipe (manometer) located remotely in an instrument house.
  • The other end is an over-flow tube connected to the settlement capsule embedded in the earthfill or dam.

Principle:

  • When the center of the scale on the stand pipe is level with the upper end of the over-flow tube in the settlement cell, the air pressure on both ends is equal.
  • Settlement causes changes in water level in the capsule, which is transmitted through the water column to the stand pipe.
  • The change in water level in the stand pipe is read as settlement on the attached scale.

This method allows precise measurement of vertical settlement by comparing water levels, leveraging hydrostatic equilibrium.

Loading diagram...

Key point: Settlement changes water level in the capsule → transmitted via water column → read at stand pipe scale.

?How should the gauge be installed to ensure accurate settlement measurements?

To ensure accurate settlement measurements using the hydraulic over-flow settlement gauge as per IS 11629:

  • Install the settlement cell vertically at the required elevation within the fill or subgrade.
  • Connect the three tubes leak-proof at the bottom junction of the cell.
  • Encapsulate the cell in concrete for stability.
  • Lay tubings in a shallow trench with a minimum 1% slope (1 in 100) towards the instrument house to ensure quick drainage.
  • Coat tubings with a 50 mm thick bentonite layer to protect from damage and backfill trench with sand or soil.
  • Install the measuring unit outside the settlement-affected zone to avoid errors.
  • Mark a reference level on the gauge exterior to verify initial readings.

This setup maintains vertical alignment, leak-proof connections, and proper drainage, critical for reliable readings.

Loading diagram...

Key dimensions:

  • Tubing slope: 1 in 100
  • Bentonite coating thickness: ≥ 50 mm
?What steps are involved in priming the hydraulic gauge system?

Priming Steps for Hydraulic Gauge System (IS 11629, Clause 4.1):

  1. Use De-aired Water: Start with de-aired water at the read-out location.
  2. Circulate Water: Pass this water through the water tube to the cell.
  3. Return Flow: Allow water to flow back through the drain tube.
  4. Remove Air: Continue circulation until all air bubbles are expelled from the water tube.

This ensures the system is free of air, which is critical for accurate pressure transmission and gauge readings.

Loading diagram...
?How is air pressure managed within the settlement cell and gauge system?

Air Pressure Management in Settlement Cell and Gauge System (IS 11629):

  • When the stand pipe and settlement cell are at the same level (Clause 3.3), the air pressure on both is equal, allowing direct reading of the overflow level on the stand pipe scale.

  • If levels differ (Clause 3.4), air pressure in the stand pipe is adjusted by a water column, causing the water level in the stand pipe to rise or fall by the height of this column until stabilized.

  • During setup (Clauses 4.2 & 4.3):

    • Close water supply valve.
    • Apply air pressure through the air line to expel water except in cylinder and water tube.
    • Ensure continuous air stream at readout station.
    • Water level stabilizes at point A (Fig. 1), with cell at atmospheric pressure via the air tube.
    • Connect stand pipe to cell and adjust to stabilized water level for accurate measurement.
Loading diagram...

Summary: Air pressure is balanced by water column height differences and controlled air supply, ensuring accurate water level readings in the gauge system.

?What maintenance practices are recommended to prevent obstructions in the air tube?

To prevent obstructions in the air tube as per IS 11629, follow these maintenance practices:

  • De-air the system before measurements (Clauses 4.1 & 5.1): Circulate de-aired water through the water and drain tubes to remove air bubbles that can cause blockages.
  • Flush with de-aired water before each measurement (Clause 5.1): This removes impurities and prevents sediment build-up.
  • Apply slight suction through the drain tube if needed (Clause 5.1): Helps drain overflow water and clear any partial obstructions.
  • Ensure continuous air pressure application (Clause 4.2): Maintains a steady air stream in the air tube, preventing water stagnation and blockage.
  • Regularly check water levels and pressure stabilization (Clause 4.3): Confirms unobstructed flow and correct atmospheric pressure in the cell.

Summary:

Maintenance StepPurpose
Circulate de-aired waterRemove air and impurities
Flush before measurementPrevent sediment build-up
Apply suction if neededFacilitate drainage
Maintain continuous air pressureAvoid water stagnation
Monitor water level & pressureEnsure unobstructed flow

These steps ensure the air tube remains clear and functional.

Need Detailed Clause Answers?

Ask AI about any clause, requirement, or provision in IS 11629. Get instant, clause-cited responses powered by our indexed library.

Free tier includes 150 queries (50 AI + 100 Reference) · No credit card required