CA Water Treatment Plant Operator Quiz Chapter 6

The statement is suggesting that the filtration removal efficiency can be assessed by comparing the turbidity levels of the influent (the water entering the filter) and the effluent (the water exiting the filter) with the recent record. If the effluent turbidity is significantly lower than the influent turbidity, it indicates that the filter is effectively removing particles and impurities from the water. Therefore, the statement is true.

If the floc in a filter is too large, it will quickly clog the top portion of the filter bed. This means that the filter will not be able to effectively remove particles and impurities from the water. As a result, the filter runs will be shorter because the filter bed will need to be cleaned or replaced more frequently. Therefore, the statement is true.

Proper surface washing of filter beds is effective in preventing mudball formation. This is because surface washing involves the use of high-pressure water or air to remove debris and sediment from the filter bed's surface. By regularly performing surface washing, any accumulated mud or dirt particles are dislodged and flushed out, preventing them from forming into mudballs. Therefore, it can be concluded that proper surface washing is an effective measure to prevent mudball formation in filter beds.

The statement explains that pressure filter media are fully enclosed, making it difficult to assess their condition through simple visual observation. This implies that one cannot determine the state of the media by just looking at it. Therefore, the answer "True" is correct.

Particle counts and particle size distribution analyses provide valuable information about the quality of effluent produced during the filter ripening phase after a filter has been backwashed. These analyses can help determine the effectiveness of the backwashing process and the overall efficiency of the filter system. By measuring the number and size of particles in the effluent, operators can assess the level of filtration achieved and make any necessary adjustments to optimize performance. Therefore, the statement that particle counts and particle size distribution analyses present an informative picture of effluent quality during the filter ripening phase is true.

If a turbidimeter is equipped with an alarm feature, it means that it can detect any process failures or deviations from the desired turbidity levels in real-time. This allows for immediate notification and intervention, enabling quick corrective actions to be taken. Therefore, the statement that virtually instantaneous response to process failures can be achieved with a turbidimeter that has an alarm feature is true.

When the backwash water coming up through the filter becomes clear, it indicates that the media in the filter is clean. This is because the backwash water is used to remove dirt, debris, and other impurities from the media. As the water passes through the filter and carries away these contaminants, it gradually becomes clear. Therefore, when the backwash water is clear, it signifies that the media has been effectively cleaned and is ready for further use.

The statement suggests that the relationship between turbidity breakthrough and limiting head loss is significantly influenced by the optimal use of chemical treatment. This implies that using the right chemicals in water treatment processes can effectively control and reduce turbidity breakthrough, which is the point at which the turbidity levels in water exceed the acceptable limit. Therefore, the statement is true as it highlights the importance of proper chemical treatment in managing turbidity breakthrough and limiting head loss.

Filter backwashing is the process of reversing the flow of water through the filter media in order to remove the solids that have been trapped. By doing so, the entrapped solids are dislodged and flushed out of the filter, improving its efficiency and prolonging its lifespan. This technique is commonly used in various filtration systems, such as in swimming pools, water treatment plants, and industrial processes, to maintain the effectiveness of the filters and ensure clean and clear water output.

Filtration is the process of removing particulate impurities and floc from the water being treated. Particulate impurities can include dirt, sediment, and other solid particles that are suspended in the water. Floc refers to the clumps of particles that are formed during the coagulation and flocculation process. Filtration helps to remove these impurities and floc, resulting in cleaner and clearer water. This is an important step in water treatment to ensure that the water is safe and meets quality standards.

Slow sand filtration is popular for small systems because it offers reliability and requires minimum operation and maintenance. This means that once the system is set up, it can consistently provide clean water without the need for constant monitoring or complex maintenance procedures. This makes it an attractive option for small systems that may not have the resources or personnel to dedicate to extensive upkeep. Additionally, slow sand is readily available, further contributing to its popularity.

The filter production rate refers to the amount of water that can be processed through an individual filter module within a specific time period. This measurement indicates the efficiency and capacity of the filter to effectively remove impurities and contaminants from the water. It is a crucial parameter in determining the suitability and effectiveness of a filter system for a particular application or water treatment process.

The typical functions that operators are expected to perform in the normal operation of the filtration process include checking and adjusting process equipment, such as changing chemical feed rates, evaluating the condition of the filter media for any signs of media loss, mudballs, or cracking, evaluating water quality conditions, specifically turbidity, and making appropriate process changes based on the evaluation, monitoring the performance of the filtration process, and visually inspecting the facilities to ensure everything is in proper working order.

A particle counter is a device used to count and measure the size of individual particles in water. It is designed to provide accurate and precise measurements of the concentration and size distribution of particles present in a liquid sample. This information is important in various industries such as environmental monitoring, pharmaceutical manufacturing, and water treatment, as it helps to assess the quality and cleanliness of the water. By accurately counting and measuring the size of particles, a particle counter can provide valuable data for research, quality control, and regulatory compliance purposes.

Particle counting can be used as a substitute for Giardia cyst measurement in a water system to demonstrate log removals of Giardia cysts and viruses. This is because particle counting can provide an indication of the overall presence and removal of particles, including Giardia cysts and viruses, in the water system. By monitoring the particle count, the water system can assess the effectiveness of its treatment processes in removing these pathogens. Therefore, using particle counting as a substitute for Giardia cyst measurement can be a valid and practical approach in evaluating the log removals of these pathogens.

Filter washing should begin slowly to allow for the purging of any entrapped air from the filter media. This is important to ensure that the filter bed expands uniformly and functions effectively. Starting the process too quickly could result in uneven expansion and potential damage to the filter.

A filter is designed to remove impurities from a substance. It is typically operated until it reaches the point just before clogging or breakthrough occurs. This means that the filter is used until it is almost filled with impurities or until it can no longer effectively remove impurities. At this point, the filter needs to be replaced or cleaned to maintain its efficiency. Therefore, the statement "A filter is usually operated until just before clogging or breakthrough occurs" is true.

Absorption refers to the process of one substance being taken in or soaked up by another substance through molecular or chemical action. This can occur when a gas, liquid, or dissolved substance is gathered on the surface or interface zone of another material. It is different from sedimentation, which involves the settling of particles in small spaces, and straining, which involves the passage of particles through filter pores.

Surface wash systems are usually required for filtration systems in order to produce optimum cleaning of the filter media during backwashing and to prevent mudballs. During the filtration process, particles and debris can accumulate on the filter media, reducing its effectiveness. The surface wash system uses high-pressure water or air to agitate the filter media and dislodge any trapped particles, ensuring that the filter is cleaned thoroughly. By preventing mudballs from forming, the surface wash system helps maintain the efficiency of the filtration system and ensures that the filtered water is of high quality.

A particle counter cannot differentiate between a particle of clay and a microorganism such as protozoan cysts or oocysts. Particle counters primarily measure the size and number of particles in a given sample, but they cannot determine the composition or nature of the particles. Therefore, it is not true that a particle counter can tell the difference between a particle of clay and a microorganism.

Care must be exercised in selecting the appropriate feed rate for a filter aid chemical because overdosing can cause sealing of the filter media, which can lead to drastically shortened filter runs. This means that the filter will not be able to operate efficiently for its intended lifespan, resulting in the need for more frequent maintenance and replacement of the filter media. This can be costly and time-consuming. Therefore, it is important to select the correct feed rate to avoid this issue and ensure optimal filter performance.

Running filters until clogging or breakthrough occurs would not save money, energy, or water. It would actually result in inefficiency and increased costs. It is more effective and economical to regularly clean and maintain filters to prevent clogging and breakthrough. This ensures optimal performance and prolongs the lifespan of the filters. Therefore, the statement is false.

The tasks mentioned in the answer are routine filtration process actions because they involve checking the condition of the filter media, filtration process, and backwash equipment. Additionally, inspecting the facilities and making visual observations of the backwash operation are also part of routine filtration process actions. Finally, operating the filters and backwash is another task that is commonly performed in the routine filtration process.

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Operators cannot "bump" a filter to increase the length of the filter run and to avoid backwashing. This statement is false. Bumping refers to a technique where operators hit or tap the filter media to dislodge any trapped particles and improve the filter's performance. However, this method is not used to increase the length of the filter run or avoid backwashing. Backwashing is a necessary process to clean the filter media and remove accumulated dirt and debris.

When there is an abrupt change in a critical water quality indicator, the operator should immediately review the performance of the filtration process and the pretreatment process (coagulation, flocculation, and sedimentation). This is necessary to identify any issues or malfunctions in these processes that may have caused the change in water quality. By reviewing the filtration process and pretreatment process, the operator can assess if any adjustments or corrective actions are needed to maintain the desired water quality standards. This proactive approach helps ensure that the water treatment system is functioning properly and continues to provide safe and clean water to consumers.

The correct answer explains how the rate-of-flow filter control system works. It states that each filter effluent control valve is connected to a flow-meter. As the filter run continues and the media begins to clog, the control valve slowly opens to maintain a constant flow of water through the filter. This means that as the filter gets clogged, the control valve adjusts to ensure that the flow rate of water remains consistent.

The "ripening period" for a filter refers to the point when applications of the floc (a combination of suspended particles and coagulated material) start to accumulate on the material that was previously deposited on the surface of the filter media. This buildup of floc can cause taste and odor issues in the filtered water. As the floc continues to accumulate, it eventually degrades the filter media and reaches a point of excessive headloss, which signifies the end of the ripening period.

Operators should avoid running their filters until clogging or breakthrough occurs because when breakthrough occurs, there will be an increase in filtered water turbidity. This means that the water will become more cloudy or murky, indicating that the filter is no longer effectively removing impurities. Running the filters until this point can lead to decreased water quality and potentially harmful contaminants entering the system. It is important to monitor and maintain filters regularly to prevent clogging or breakthrough and ensure the production of clean and safe water.

The best way to compare filter runs is by using the Unit Filter Run Volume (UFRV) technique. This technique allows for a standardized comparison of filter runs by measuring the volume of water filtered before the filter needs to be backwashed. By comparing the UFRV for different filter runs, one can determine the efficiency and effectiveness of the filtration system. This method takes into account the filtration cycle length, effluent turbidity levels, and volume of backwash water per cycle, providing a comprehensive assessment of the filter's performance.

Adding a polymer coagulant aid or chemical filter aid can be beneficial under high filtration rates when iron and alum floc will shear in the pores of the filter. This is because the addition of a coagulant aid or filter aid can help prevent the shearing of floc, which can lead to short filter runs and turbidity breakthrough. By using a coagulant aid or filter aid, the filtration process can be more efficient and effective in removing turbidity from the filtered water.

The statement is false because the removal mechanisms in slow sand filtration are not directly comparable to those used in rapid sand filtration. While both methods aim to remove impurities from water, slow sand filtration relies on biological processes such as microbial activity and sedimentation, while rapid sand filtration primarily relies on physical processes such as sedimentation and adsorption. Therefore, the mechanisms involved in these two filtration methods differ significantly.

Turbidity readings do not provide an indication of the number or size of particles. Turbidity is a measure of the cloudiness or haziness of a liquid due to suspended particles. It does not provide specific information about the number or size of these particles. Therefore, the statement is false.

The Unit Filter Run Volume (UFRV) is calculated by dividing the total volume filtered before backwashing by the filter surface area. In this case, the plant filters 2.8 million gallons (2,800,000) before backwashing is required, and the filter surface area is 500 square feet. Therefore, the UFRV is 2,800,000 gallons divided by 500 square feet, which equals 5,600 gallons per square foot.

Adsorption refers to the process in which a gas, liquid, or dissolved substance accumulates or gathers on the surface or interface zone of another material. This can occur due to attractive forces between the adsorbate (the substance being adsorbed) and the adsorbent (the material on which the adsorption occurs). Adsorption is different from absorption, which involves the penetration and diffusion of a substance into the bulk of another material.

The percent of water filtered that is used for backwashing can be calculated by dividing the amount of water used for backwashing (28,000 gallons) by the total amount of water filtered (1.8 million gallons) and then multiplying by 100. In this case, the calculation would be (28,000/1,800,000) x 100 = 1.56%. Therefore, the correct answer is 1.56%.

The desirable filter media characteristics include not reacting with substances in the water, being free of impurities, having good hydraulic characteristics (being permeable), being hard and durable, and being insoluble in water. These characteristics ensure that the filter media will effectively remove contaminants from the water without introducing any additional substances or impurities. Additionally, the media should have good hydraulic characteristics to allow water to flow through easily, and it should be hard and durable to withstand the filtration process. Being insoluble in water is important to prevent the media from breaking down or dissolving in the water.

Particulates are very small solids that are suspended in water. They can vary in size, shape, density, and electrical charge. These particles do not dissolve in the water and remain dispersed for a long time due to their small size and electrical charge. They can come in various forms and can be made up of different materials.

The pressure on the media surface can be calculated using the formula: pressure (psi) = head (feet) / 2.31. Plugging in the given value of 3.5 feet, we get: 3.5 / 2.31 = 1.516 psi. Rounded to the nearest tenth, the answer is 1.5 psi.

The filtration rate can be calculated by dividing the total volume of water filtered in a given time period by the surface area of the filters. In this case, the filtration rate is calculated by dividing 1.4 million gallons by 24 hours, then dividing the result by 60 minutes, and finally dividing it by the surface area of 500 square feet. The calculation results in a filtration rate of 1.9 gallons per minute per square foot.

The pressure at the bottom of a tank is determined by the weight of the water above it. The pressure increases with depth. The weight of the water is given by the formula weight = density x volume x acceleration due to gravity. Since the density of water is constant, the weight is directly proportional to the depth. Therefore, the pressure at the bottom of a tank at a depth of 16 feet is greater than the pressure at a depth of 12 feet. Among the given options, the closest value to the pressure at 16 feet is 998 lbs/sq ft.

To ensure high filtration efficiency, it is best to select an effluent turbidity goal and strive to keep the turbidity level below the set target value. This means maintaining a low level of suspended particles in the filtered water, which indicates effective filtration. By setting a specific goal and monitoring the turbidity regularly, any deviations can be addressed promptly to maintain optimal filtration efficiency.

The high sensitivity of the particle counter requires careful handling and delivery to ensure proper operation. If the particles are not handled and delivered correctly, it can lead to contamination or damage to the counter, affecting its accuracy and performance. Therefore, proper handling and delivery are critical for maintaining the integrity and functionality of the particle counter.

The upward force on the bottom of the sedimentation basin is caused by the pressure exerted by the groundwater above it. This pressure is determined by the depth of the groundwater and the area of the bottom of the basin. In this case, the groundwater depth is given as 8 feet and the basin is 10 feet wide and 30 feet long. To calculate the upward force, we can use the formula: Force = Pressure x Area. The pressure is equal to the weight of the water above the bottom of the basin, which can be calculated as the product of the density of water (62.4 lbs/ft³), the depth of the groundwater (8 ft), and the acceleration due to gravity (32.2 ft/s²). The area of the bottom of the basin is 10 feet wide and 30 feet long. By substituting these values into the formula, we get: Force = (62.4 lbs/ft³) x (8 ft) x (32.2 ft/s²) x (10 ft) x (30 ft) = 149,800 lbs.

When working around filtration equipment such as pumps and motors, several items can pose potential safety hazards. Electrical equipment can be hazardous due to the risk of electric shock or short circuits. Mechanical equipment can be dangerous if not properly maintained, as it can cause injuries or accidents. Open-surface filters can be hazardous as they may have sharp edges or contain harmful substances. Valve and pump vaults, sumps, and filter galleries can pose risks such as falling or getting trapped. Therefore, all of these items are potential safety hazards when working around filtration equipment.

The statement suggests that as the filter run time increases, the percentage of large particles passing through the filter decreases while small particles increase. However, the correct answer is false. In reality, as the filter run time increases, the filter becomes clogged with particles, causing a decrease in its efficiency. This leads to an increase in the percentage of particles, both large and small, passing through the filter.

The filter removal efficiency depends largely on the effectiveness of the pretreatment process in conditioning the suspended solids for removal by sedimentation and filtration, the filter operation, and the quality of the water being treated. These factors play a crucial role in determining how well the filter can remove the suspended solids and contaminants from the water. The pretreatment process prepares the solids for removal, while the filter operation ensures proper functioning of the filter. The quality of the water being treated also affects the efficiency of the filter, as different types and levels of contaminants require different filtration methods.

After starting up a backwash pump, operators should always check for excessive noise, excessive vibration, leakage (water, lubricants), and overheating. This is important to ensure that the pump is functioning properly and to identify any potential issues or malfunctions. Excessive noise or vibration could indicate a problem with the pump's motor or impeller, while leakage could suggest a seal or gasket failure. Overheating may be a sign of motor or bearing issues, which need to be addressed promptly to prevent further damage. Regular checks of these items help to maintain the pump's efficiency and prevent costly repairs or downtime.

Particle counts cannot be directly correlated with turbidity. While both turbidity and particle counts are measures of water quality, they are not interchangeable. Turbidity measures the cloudiness or haziness of a liquid caused by suspended particles, while particle counts specifically measure the number of particles present in a given volume of liquid. Therefore, while turbidity can provide an indication of the presence of particles, it does not provide an accurate measure of the actual particle count.

Particle counting, when used in conjunction with other measurement techniques, can be a valuable tool to diagnose various kinds of filtration problems. These problems include disrupted media, where the filter media has been disturbed or displaced, improperly graded media, where the particles in the filter media are not of the correct size distribution, insufficient media, where there is not enough filter media present to effectively remove particles, mudballs, which are clumps of particles that can block the flow of water through the filter, and short-circuiting, where water bypasses the filter media and flows directly through the filter. By analyzing the particle count and comparing it with other measurements, one can identify and address these filtration issues.