Lesson Seven Flashcards
(55 cards)
Conventional Surface Water Treatment Process Steps
Intake and screen,
Low lift pumping,
Rapid mix and coagulation,
Flocculation,
Clarification/sedimentation,
Filtration,
High lift pumping into the distribution system
direct filtration
Similar to conventional filtration but without the clarification step.
Generally limited to raw water with turbidity less than 20 NTU and color less than 40 TCU.
Intakes - Purpose
To draw water from lakes, reservoirs, or rivers.
Single-Level Intakes - Advantages
Usually less complicated.
Less costly to construct and operate than multi-level structures.
Single-Level Intakes - Disadvantages
Water entering during spring, summer, and fall can be of poor quality due to lake stratification.
Issues can arise in deeper, more complex lake environments.
Multi-Level Intakes - Advantages
Multi-Level Intakes - Advantages
Multi-Level Intakes - disadvantages
Generally more complex and expensive to construct and operate than single-level intakes.
Intake Gates - Purpose
To control the flow of water into the intake structure.
Common Types of Intake Gates/Valves
Slide gates (steel or cast iron),
Gate valves,
Butterfly valves
Screens - Purpose
To remove large debris from raw water (e.g., logs, fish, algae).
Bar Screens - Purpose and Cleaning
Screen out large debris.
Cleaned either mechanically or manually.
Wire Mesh Screens - Material and Cleaning
Usually made of corrosion-resistant material (e.g., stainless steel).
Rotating “travelling screens” use a water jet to discharge debris.
Microstrainers - Purpose
Primarily to remove algae and other aquatic organisms.
Coagulation and Flocculation - Objective
To develop a chemical precipitate (floc) to enable the removal of suspended matter, especially non-settleable solids (turbidity, algae, color).
Coagulation - Definition
Rapid dispersion of coagulant in water to destabilize particles so they can agglomerate and form precipitates.
Coagulation Mechanisms
Charge neutralization
Sweep flocculation
Rapid Mixing (Flash Mix) - Purpose
To rapidly and thoroughly mix the coagulant chemical throughout the water.
Flocculation - Definition
Gentle agitation of water to promote contact between particles to form larger floc.
Factors Affecting Coagulation/Flocculation Effectiveness
Raw water quality (turbidity, color, alkalinity, pH, temperature).
Dosage/type of coagulant and coagulant aid.
Degree of coagulant dispersion (rapid mixing).
Intensity of mixing during flocculation
Clarification - Purpose
To remove suspended solids to reduce the particulate load on filters and extend filter run times.
Sedimentation - Definition
Clarification accomplished by decreasing the velocity of the water being treated so that settleable suspended material will sink by gravity.
Zones of a Sedimentation Basin
Inlet Zone
Settling Zone
Sludge Zone
Outlet Zone
Inclined Plates or Tube Settlers - Purpose
To increase settling efficiency in sedimentation basins by providing a high ratio of effective settling surface area per unit volume.
Solids-Contact Units - Definition
Units that combine coagulation, flocculation, and sedimentation in a single unit.