IS 7090:1985 provides comprehensive guidelines for the design, construction, and operation of rapid mixing devices used in water treatment plants to ensure effective and uniform dispersion of coagulants. It covers mechanical mixers (vane, propeller, jet types) and hydraulic mixers (hydraulic jump, baffled channels), focusing on parameters like velocity gradient, detention time, and power requirements. This standard is essential for engineers and professionals involved in designing and maintaining water treatment rapid mixing systems in India.
Overview
IS 7090:1985 provides comprehensive guidelines for the design, construction, and operation of rapid mixing devices used in water treatment plants to ensure effective and uniform dispersion of coagulants. It covers mechanical mixers (vane, propeller, jet types) and hydraulic mixers (hydraulic jump, baffled channels), focusing on parameters like velocity gradient, detention time, and power requirements. This standard is essential for engineers and professionals involved in designing and maintaining water treatment rapid mixing systems in India.
Audience
Contents
Structure
IS 7090 - Scope Key Points & Tables
| Detention Time (sec) | Velocity Gradient (s⁻¹) | Net Power Input (W/m³ tank volume) | Net Power Input (W/m³/h flow) |
|---|---|---|---|
| 60 | 300 | 72 | 1.2 |
| 50 | 360 | 104 | 1.4 |
| 40 | 450 | 162 | 1.8 |
| 30 | 600 | 288 | 2.4 |
| 25 | 720 | 414 | 2.9 |
| 20 | 900 | 648 | 3.6 |
Note: Power values are at 30°C water temperature.
This standard guides design for effective mixing in water treatment, ensuring proper energy input and flow conditions for coagulation and rapid mixing.
IS 7090 - Key Definitions & Specifications
| Detention Time (s) | Velocity Gradient (s⁻¹) | Net Power Input (W/m³ tank volume) | Net Power Input (W/m³/h flow) |
|---|---|---|---|
| 60 | 300 | 72 | 1.2 |
| 50 | 360 | 104 | 1.4 |
| 40 | 450 | 162 | 1.8 |
| 30 | 600 | 288 | 2.4 |
| 25 | 720 | 414 | 2.9 |
| 20 | 900 | 648 | 3.6 |
flowchart LR
RW(Raw Water Inlet Main) --> FM(Flash Mixer Chamber)
FM --> CP(Chemical Dosing Pipe)
FM --> DP(Delivery from Flash Mixer)
DP --> SB(Strainer Box)
SB --> IV(Isolating Valve)
IV --> PUMP(Pump Suction)
This concise overview covers key definitions, power input data, hydraulic jump criteria, and motor specs per IS 709
| Detention Time (s) | Velocity Gradient (s⁻¹) | Net Power Input (W/m³ tank volume) | Net Power Input (W/m³/h flow) |
|---|---|---|---|
| 60 | 300 | 72 | 1.2 |
| 50 | 360 | 104 | 1.4 |
| 40 | 450 | 162 | 1.8 |
| 30 | 600 | 288 | 2.4 |
| 25 | 720 | 414 | 2.9 |
| 20 | 900 | 648 | 3.6 |
Power values based on 30°C water temperature.
flowchart LR
A[Inlet Water] --> B[Channel Wall]
B --> C[Baffle (40°-90° angle)]
C --> D[Velocity ≥ 1.5 m/s]
D --> E[Outlet]
style B fill:#f9f,stroke:#333,stroke-width:2px
style C fill:#bbf,stroke:#333,stroke-width:2px
Note: Use smooth finishes on masonry/concrete surfaces to prevent weed growth and ensure hydraulic efficiency.
IS 7090: Mechanical Mixing Devices Key Points
| Detention Time (s) | Velocity Gradient (G, s⁻¹) | Net Power Input (W/m³ tank volume) | Power Input (W/m³/h water treated) |
|---|---|---|---|
| 60 | 300 | 72 | 1.2 |
| 50 | 360 | 104 | 1.4 |
| 40 | 450 | 162 | 1.8 |
| 30 | 600 | 288 | 2.4 |
| 25 | 720 | 414 | 2.9 |
| 20 | 900 | 648 | 3.6 |
Note: Power values based on water temperature 30°C.
[ P = \mu \times G^2 \times V ]
Where:
flowchart LR
A[Tank Dimensions]
B[Impeller Diameter]
C[Rotation Speed (400-1400 rpm)]
D[Velocity Gradient (G)]
E[Power Input (P)]
A --> B --> C --> D --> E
This summarizes key IS 709
IS 7090: Components of Mechanical Mixers - Key Specifications & Formulas
| Detention Time (s) | Velocity Gradient (G, s⁻¹) | Power Input (W/m³ tank volume) | Power Input (W/m³/h flow) |
|---|---|---|---|
| 60 | 300 | 72 | 1.2 |
| 50 | 360 | 104 | 1.4 |
| 40 | 450 | 162 | 1.8 |
| 30 | 600 | 288 | 2.4 |
| 25 | 720 | 414 | 2.9 |
| 20 | 900 | 648 | 3.6 |
flowchart LR
RawWaterInlet --> FlashMixerChamber
FlashMixerChamber --> DeliveryFromMixer
DeliveryFromMixer --> ChemicalDosingPipe
ChemicalDosingPipe --> PointOfApplication
FlashMixerChamber --> MotorDrivenPump
This layout illustrates typical jet type flash mixer flow.
Summary: Use Table 1 for power and velocity gradient selection, maintain shaft length ≤3 m, rpm 60-100, and select a TEFC motor
IS 7090: Motors and Controls - Key Formulas & Specifications
| Detention Time (s) | Velocity Gradient (s⁻¹) | Net Power Input (W/m³ tank volume) | Net Power Input (W/m³/h water flow) |
|---|---|---|---|
| 60 | 300 | 72 | 1.2 |
| 50 | 360 | 104 | 1.4 |
| 40 | 450 | 162 | 1.8 |
| 30 | 600 | 288 | 2.4 |
| 25 | 720 | 414 | 2.9 |
| 20 | 900 | 648 | 3.6 |
Note: Power values assume water temperature at 30°C.
[ \text{Motor Capacity} = \frac{\text{Net Power Input}}{0.75} ]
If Net Power Input = 288 W/m³ (for 30 sec detention), [ \text{Motor Capacity} = \frac{288}{0.75} = 384 \text{ W/m}^3 ]
flowchart TD
A[Determine
IS 7090 - Painting of Fabricated Parts: Key Points
| Detention Time (sec) | Velocity Gradient (s⁻¹) | Net Power Input (W/m³ tank volume) | Net Power Input (W/m³/h flow) |
|---|---|---|---|
| 60 | 300 | 72 | 1.2 |
| 50 | 360 | 104 | 1.4 |
| 40 | 450 | 162 | 1.8 |
| 30 | 600 | 288 | 2.4 |
| 25 | 720 | 414 | 2.9 |
| 20 | 900 | 648 | 3.6 |
Note: Power calculations at 30°C water temperature.
flowchart LR
A[Fabricated Part] --> B[Apply 1 Coat Red Oxide Primer]
B --> C[Apply 3+ Coats Finishing Paint]
C --> D[After Erection]
This ensures corrosion protection and durability as per IS 7090.
Hydraulic Mixing as per IS 7090
| Detention Time (s) | Velocity Gradient (sec⁻¹) | Power Input (W/m³ tank volume) | Power Input (W/m³/h flow) |
|---|---|---|---|
| 60 | 300 | 72 | 1.2 |
| 50 | 360 | 104 | 1.4 |
| 40 | 450 | 162 | 1.8 |
| 30 | 600 | 288 | 2.4 |
| 25 | 720 | 414 | 2.9 |
| 20 | 900 | 648 | 3.6 |
Note: Power values are for water at 30°C.
Hydraulic Jump Mixing (Clause 5.1):
Motor Specifications (Clause 3.2.6):
[ G = \sqrt{\frac{P}{\mu V}} ]
flowchart LR
A[Coagulant Injection] --> B[Sloping Widening Flume]
B --> C[High Velocity Flow (3-3
Hydraulic Jump (IS 7090 Key Points):
| Parameter | Formula | Description |
|---|---|---|
| Froude Number (Fr) | ( Fr = \frac{V}{\sqrt{g y}} ) | V = velocity (m/s), y = depth (m), g = 9.81 m/s² |
| Sequent Depths Relation | ( \frac{y_2}{y_1} = \frac{1}{2} \left( \sqrt{1 + 8 Fr_1^2} - 1 \right) ) | y1 = initial depth, y2 = sequent depth after jump |
| Energy Loss (hL) | ( h_L = \frac{(y_2 - y_1)^3}{4 y_1 y_2} ) | Head loss due to jump (m) |
flowchart LR
A[High Velocity Flow] -->|Supercritical| B[Hydraulic Jump]
B -->|Energy Dissipation| C[Low Velocity Flow]
C --> D[Slow Moving Pool]
D --> E[Effective Mixing Zone]
This ensures rapid initial mixing in water treatment without mechanical mixers.
Key Specifications & Formulas for Baffled Channels (IS 7090):
Definition (Clause 2.5): Baffled channels have fins/blades on alternate opposite walls to promote flow mixing.
Design Velocity (Clause 5.2):
Design channel velocity (excluding baffles) = 0.6 m/s
Baffle Plate Material (Clause 3.2.9):
Mild steel conforming to IS: 1730 (Part 1)-1974
Baffle Angle & Velocity (Clause 1.5 Table 5):
Construction:
| Parameter | Value/Specification |
|---|---|
| Channel velocity (no baffle) | 0.6 m/s |
| Velocity near baffle | ≥ 1.5 m/s |
| Baffle angle | 40° to 90° |
| Baffle material | Mild steel (IS:1730 Part 1-1974) |
| Wall material | Brick masonry / Stone / RCC |
| Minimum freeboard | 150 mm |
flowchart LR
A[Inflow] --> B{Baffle Plate}
B -->|Flow splits| C[Flow around baffle end]
C --> D[Mixing zone]
D --> E[Outflow]
Note: Ensure smooth finishes to prevent weed growth and maintain hydraulic efficiency.
Here are the key formulas, tables, and specifications from IS 7090 for Detention Time, Velocity Gradient, and Power Input:
| Detention Time (s) | Velocity Gradient (sec⁻¹) | Power Input (W/m³) | Power Input (W/m³/h Flow) |
|---|---|---|---|
| 60 | 300 | 72 | 1.2 |
| 50 | 360 | 104 | 1.4 |
| 40 | 450 | 162 | 1.8 |
| 30 | 600 | 288 | 2.4 |
| 25 | 720 | 414 | 2.9 |
| 20 | 900 | 648 | 3.6 |
Note: Power values are for water at 30°C.
flowchart LR
A[Water Flow Q] --> B[Rapid Mix Unit Volume V]
B --> C[Calculate Detention Time t = V/Q]
C --> D[Select Velocity Gradient G (300-
Frequently Asked
IS 7090 Recommendations for Rapid Mixers:
| Detention Time (s) | Velocity Gradient (sec⁻¹) | Power Input (W/m³ tank volume) | Power Input (W/m³/h flow) |
|---|---|---|---|
| 60 | 300 | 72 | 1.2 |
| 50 | 360 | 104 | 1.4 |
| 40 | 450 | 162 | 1.8 |
| 30 | 600 | 288 | 2.4 |
| 25 | 720 | 414 | 2.9 |
| 20 | 900 | 648 | 3.6 |
Additional Notes:
Velocity gradient ( G ) is calculated by:
[
G = \sqrt{\frac{P}{\mu}}
]
where ( P ) = power input per unit volume (W/m³), and ( \mu ) = absolute viscosity of water (Pa·s).
Detention time ( t ) = Volume of mixer / Flow rate.
This ensures effective rapid mixing for coagulation in water treatment.
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According to IS 7090, the materials specified for mixer components are:
This ensures durability and structural integrity of the mixer under operating conditions.
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IS 7090 differentiates mechanical and hydraulic mixing devices as follows:
| Feature | Mechanical Mixers | Hydraulic Mixers |
|---|---|---|
| Energy Source | Electrical/mechanical | Flow-induced hydraulic energy |
| Typical Types | Vane, Propeller, Jet | Hydraulic jump, Baffled channel |
| Control | Speed variation possible | Flow-dependent |
| Maintenance | Requires regular maintenance | Minimal |
| Headloss | Low | Varies with flow |
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This classification helps select appropriate mixers based on power availability, maintenance capacity, and flow conditions.
Power and Motor Requirements for Vane and Propeller Type Mixers (IS 7090)
Propeller Mixers (Clause 3.1.4):
Vane Type Mixers (Clause 3.1.3):
General (Clause 4.1):
[ P = k \times \rho \times N^3 \times D^5 ]
Where:
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Summary: Propeller mixers require high-speed motors (400–1400 rpm) with power depending on impeller size; vane mixers operate at lower speeds (60–100 rpm) with motors sized for torque and vibration control. Both need
Design of Hydraulic Jumps and Baffled Channels for Effective Rapid Mixing (IS 7090)
Hydraulic Jump (Clause 5.1):
Baffled Channel (Clause 2.5):
Additional Guidance (Clause 3.1.1):
| Parameter | Value |
|---|---|
| Velocity in flume | 3 - 3.5 m/s |
| Minimum headloss | ≥ 300 mm |
| Mixing mechanism | Turbulence via jump |
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In essence, design hydraulic jumps with sufficient velocity and headloss to generate turbulence, and arrange baffled channels with alternate baffles to promote flow disruption and mixing.
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