Chemical Dose Controller - Fall 2016

Cynthia Chan, Anna Doyle, Ashish Sangai

Abstract:

The Linear Chemical Dose Controller (CDC) system was designed to maintain a constant chemical dose to the treatment train as the plant flow rate and influent turbidity change. Past CDC teams worked on improving the the design of the Constant Head Tank (CHT), and making the CDC system modular. This semester the CDC team redesigned the CHTs so that all four tanks were connected to each other, and so that the calibration columns were attached to the CHT module. Additionally, the team recreated and modified the modulat CDC system designed in past semesters to address the goals of being fully chemical resistant, compact, and simple in operation and maintenance. The new CHT will be demonstrated and eventually implemented in Honduras.

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Foam Filtration - Spring 2015

Marlana Hinkley, Alena Hutchinson, Ethan Keller, Alicia Peters

Abstract:

The primary goal of foam filtration is to design a low cost, locally sourced, easy to operate water filtration system. Throughout the semester, backwash cleaning efficiency experiments were performed on the small-scale filter, designed in Fall 2014 to hydraulically model the full scale filter implemented in El Carpintero. The objective of these experiments was to determine an empirical relationship between backwash pore velocity and the percent mass removal of the particles from the foam during the cleaning cycle. Experimentation with different pore sizes revealed a new mechanism for filtration: the foam acts as a sedimentation tank, providing a large surface area for the flocs to settle. This is contrary to the initial hypothesis that coagulant-covered flocs stuck to the inside of the pore walls, and that a large shear force would be required to remove the flocs during backwash. Evidently, there is still much to be understood with regards to the mechanisms behind filtration and backwash. 

Apart from work in the laboratory, the team continues to analyze data collected from experiments performed on the full-scale filter in El Carpintero by AguaClara engineer, Walker Grimshaw, to understand the discrepancies between performance in the laboratory and in the field. 

Much of the semester was spent preparing for the EPA P3 Conference held on April 10th and 11th in Washington, DC. The team fabricated a small scale model of the technology, prepared a technical report, and created a poster display for the competition, and received an Honorable Mention for its efforts in creating an “Off-Grid Solution to Drinking Water Treatment.”

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Granular Sequencing Batch Reactor (GSBR) - Fall 2015

Amiel Middlemann, Nisarg Gohil, and Andrea Whalen

Abstract:

The AguaClara Wastewater team returned in Fall 2015 with two teams investigating both anaerobic and aerobic wastewater treatment reactors. The GSBR (Granular Sequencing Batch Reactor) team worked to expand knowledge about this potentially innovative and sustainable wastewater treatment technology. The goal of the Fall 2015 semester was to investigate potential improvements to reactor operation that would improve nitrogen removal. Furthermore, the team was interested in the stability of granular sludge under lower aeration requirements. One continuously operating reactor was inherited by the GSBR team at the start of the semester, which had been inoculated during the summer 2015 by visiting student researchers from Brazil. Lastly, the team considered the feasibility of this technology in implementation.

Results from monitoring ammonium and nitrate concentrations through several cycles of operation indicated that improvements to nitrogen removal did not result from operational changes that were installed. Conclusions from the semester included a decreased nitrification efficiency under lower aeration supply. However, granule stability and chemical oxygen demand (COD) removal remained under lower airflow conditions.

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High Rate Sedimentation - Fall 2015

Oge Anyene, Larry Ge, Yuqi Yu

Abstract:

The Fall 2015 High Rate Sedimentation team aims to design a new sedimentation tank that will allow the tank upflow velocity to be significantly increased (by a factor or 2 to 10), without sacrificing particle removal performance (no increase in effluent turbidity). The motivating factors behind this velocity increase would be to decrease the plan view area of the sedimentation tanks, leading to smaller plants and lower the construction costs and to decrease the overall hydraulic retention time of the plant. One of the primary objectives of the new sedimentation tank will be to maintain a consistent floc blanket (i.e. one that allows for excess floc drainage into a floc hopper) similar to the ones found in current AguaClara plants, even with the increased upflow velocity. In order to achieve this goal our proposed design will feature two sets of plate settlers, one set near the bottom of the tank that will be suspended within the floc blanket, and one above them to capture finer particles. To test the feasibility of such a design, several small-scale experiments will be run in the lab. Such experiments will prove to demonstrate whether or not it is possible to maintain a fluidize bed within plate settlers and what the bulk flow of flocs will look like for a floc blanket maintained within plate settlers.

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StaRS Filter Theory - Fall 2015

Isha Chaknalwar, Theresa Chu, Michelle Lee

Abstract:

Modeling the physics of particle capture in stacked rapid sand filters allows for greater understanding and further innovation in filtration. A two-layer sand filter will be built to measure filtration performance parameters of effluent turbidity, head loss, and time until turbidity breakthrough or excessively high head loss. Sand filtration should be effective in removing small flocs, so flocculated influent water with coagulant and clay will enter the filter to simulate filtration and clogging.

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StaRS Filter Theory - Spring 2015

Theresa Chu, Nick Coyle, Alexandra Schwab

Abstract:

The Stacked Rapid Sand Filter Theory team designed and built an apparatus to induce clogging and test the head loss across a slotted pipe, which allows the water to flow directly into the filter without sand leaving the filter. Experiments were run with high turbidity and coagulant doses to clog the slotted pipe and determine which influent conditions led to clogging and high head loss. Slotted pipes as an injection system for the stacked rapid sand filters have proven to be problematic due to clogging. Results show that floc build up of coagulant clay increased head loss and clogged the slots.

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Enclosed Stacked Rapid Sand Filtration (EStaRS) - Spring 2017

Anna Doyle, Juan Guzman, Lilly Mendoza, Felix Yang

Abstract:

The Low Flow Stacked Rapid Sand Filter (LFSRSF) team was originally tasked with building a small, stan-alone sand filter to be implemented in communities in India. This semester the Enclosed Stacked Rapid Sand Filtration (EStaRS) team fabricated a new filter based on the design the Fall 2016 team created. The new design modifies the original LFSRSF; the filter column itself is shorter, the manifolds are sized differently, and the entrance and exit plumbing is now rigid PVC instead of flexible PVC. Next semester, the new EStaRS filter will be connected to the 1 L/s plant that has been built in the lab.

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Upflow Anaerobic Sludge Blanket (UASB) - Fall 2019

Francesca Bard, Katrina Chen, Shania Fang, Kyra Frederick, Dominic Grasso, Ahad Ishfaq, Lydia LaGorga, Emily Liu, Cara Smith, Valentine Starnes, Emily Wood

Abstract:

Since spring 2017, the AguaClara Upflow Anaerobic Sludge Blanket (UASB) team has been working on designing and fabricating a gravity-powered wastewater treatment system for communities looking for an alternative to releasing waste directly into streams and rivers. During fall 2019, the team installed a Pulsated Flow Reactor (PFR) at the Ithaca Area Wastewater Treatment Facility (IAWWTF), fabricated a Continuous Flow Reactor, and began construction on a third reactor. Different design parameters in the reactors will help determine which features optimize reactor efficiency. Finally, the team conducted a set of laboratory tests in order to better characterize the influent quality, effluent quality, and site characteristics which may impact reactor efficiency.

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Unit Process Analysis: Coagulant - Fall 2019

Ada Lian, Sarah Paquin

Abstract:

The Fall 2019 Unit Processes Analysis Coagulant (UPAC) team’s objective is to reduce capital and operating costs and improve particle removal efficiency for the AguaClara water treatment process, specifically by analyzing the response of the system to varying coagulant dosage. To analyze the system response, we will run a series of trials on a treatment plant sedimentation model, varying the coagulant dosage and recording observations regarding the effluent turbidity, floc formation, and floc blanket formation. Through this experiment, the team will be able to establish a minimum coagulant dosage, which could lower operating costs, and to learn valuable information about the interactions between coagulant and the primary particles of the influent water at high coagulant dosages.

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String Digester - Summer 2019

Madeline Garrell, Emily Wood

Abstract:

The String Digester Summer 2019 subteam continued research on designing a new trickling filter to eliminate problems associated with conventional designs. Experiments this summer focused on designing a water distribution system that does not encourage preferential flow, and creating a matrix of strings using "loopy yarn" as the filter media. An ideal string digester would distribute water uniformly onto a large number of densely packed strings from a spray. Initial testing demonstrated that a "good" spray can be achieved with flow rates on the order of 10 μL/s, which is the amount needed to ensure proper cleaning by a biofilm. Initial testing found the string density resulting in the least preferential flow to be between 25 and 30 strings/cm, although more trials are needed to confirm this result. Further experimentation is also needed to improve the spray pattern geometry, and to determine if the "loopy yarn" is suitable for biofilm growth. The long-term goal of this team is to create an efficient wastewater treatment system that will perform secondary and tertiary treatment on domestic wastewater.

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Fabrication: Open Stacked Rapid Sand Filtration (OStaRS) - Spring 2016

Mengqi Jiang, Subhani Katugampala

Abstract:

The construction of Open Stacked Rapid Sand Filters, or OStaRS, has been determined to be a difficult and labor-intensive process. the absence of a uniform installation procedure and proper construction methods leads to the overall inefficiency of the OStaRS assembly process. The Spring 2016 OStaRS Fabrication Sub-Team was tasked with developing three design modifications to ease with installation, which include a spacer system to be installed between filter modules, a movable platform for operators to stand on during assembly, and a holder system to fixate the dead end of the filter trunk line. The team has designed and fabricated the spacer and the platform systems. These designed were successfully stress tested, approved for field implementation, and are currently set for installation in one AguaClara treatment plant.

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Fabrication: Floc Hopper Probe - Spring 2016

Miguel Castellanos

Abstract:

The floc hopper probe is a devise that is meant to locate the height of the sludge blanket in the floc hopper of AguaClara water treatment plants. Teams in the past have conducted research and eventually fabricated a working probe prototype that was transported down to Honduras in January 2016. The probe was tested at different treatment plants in Honduras and showed promising results with minor complications. This semester, one of the main objectives is to re-size the probe in order to ensure that it is able to enter the PVC pipe port that is in the sedimentation tank channel system. Furthermore, the team will look into making the design more professional while keeping it cost effective.

Note: The final report for this subteam for this semester was not available and the final presentation is linked instead.

Fabrication: Constant Head Tank - Spring 2016

Anna Doyle, Valerie Shao, Serena Takada

Abstract:

The main problem with the plastic Tupperware Constant Head Tank (CHT) containers currently used in the the AguaClara water treatment plants is that they are not chlorine resistant so they have to be replaced frequently. This issues was addressed by the fabrication team this semester. New CHTs were designed, fabricated ,and evaluated to determine the best to be implemented at AguaClara treatment plants. The first design was fabricated from clear PVC sheets and constructed using PVC welding; the second was constructed out of a PVC pipe and cap. The two designed were then compared in terms of ease of construction, functionality, and costs. Based on this analysis and the recommendations from the AguaClara engineers, the second design was determined to be the best and will be implemented in future AguaClara water treatment plants.

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Enclosed Stacked Rapid Sand Filtration (EStaRS) - Spring 2016

Natalie Mottl, Michelle Bowen, Lilly Mendoza, Erica Marroquin

Abstract:

Manometer research & head loss modeling for greater efficiency and ease of use in Honduras and India.

No research report was available for this team for this semester. The final presentation is linked instead

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Enclosed Stacked Rapid Sand Filtration (EStaRS) - Fall 2016

Susan McGrattan, Victoria Zhang, Elizabeth Johnson, Mikel Aurteneche

Abstract:

The EStaRS team’s goals for this semester were to design a new EStaRS filter that was compatible with the recently built 1 L/s plant. The 1 L/s plant’s sedimentation exit elevation provided a height constraint of 6 feet and required a scaled-down version of the existing EStaRS filter. The team first worked to gain a complete understanding of the EStaRS filter design and operation using experiences and observations recorded by previous teams. MathCAS calculations from the AguaClara design server were adjusted for the new design and AutoCAD drawings were created to provide a completed design that was ready for fabrication.

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Expanded Granular Sludge Bed (EGSB) - Spring 2016

Qiu Shen, Stephen Galdi, Zoe Maisel

Abstract:

The Expanded Granular Sludge Bed (EGSB) team was created to work within the wastewater subteam to design and run new, bench-scale, high rate anaerobic reactors. New reactors were designed to create a system with increased upflow velocity of influent, a fluidized bed, and decreased hydraulic retention time without decreased granular retention. Reactors were designed with simple operation in mind, with narrow modules in series rather than a single large reactor with recycle. The reactors were inoculated following abiotic testing of pumping rates, connection seals, and methane sensors. Immediately after inoculation, the granules began to form blockages and back up the reactor. Various forms of agitation seem to alleviate the problem, and automated solutions to the blockage problems has been proposed. In addition to blockages, the first module of the reactor was acidifying due to the low hydraulic residence time and relatively high specific organic loading rate. However, the following three modules were observed producing significant amounts of methane via the sensors, and at the end of an uninterrupted week of operation a COD test indicated about 40 percent total COD removal. With improved methane sensor calibration and a blockage prevention system, the bench-scale setup for high rate anaerobic treatment could potentially become a very versatile tool for testing the limits of anaerobic wastewater treatment and methane bioenergy reclamation.

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Floc Size and Count App - Spring 2016

Christian Rodriguez, Anthony Verghese, Deniz Yilmazer

Abstract:

Turbidity measurements provide the primary source of performance monitoring at many water treatment plants. However, turbidity readings of floc suspensions do not provide any insight into the performance of subsequent treatment processes. The Floc Size and Count App team’s aim is to create and easy-to-use personal computer application that could measure floc size distribution using a digital camera with appropriate magnification. The app will be written in LabVIEW. The aim for this semester is to develop coding expertise in the LabVIEW environment and start working on the app that will be used in the AguaClara labs and eventually in AguaClara drinking water treatment plants.

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Floc App - Fall 2016

Christian Rodrigues, Anthony Verghese, Deniz Yilmazer

Abstract:

Turbidity measurements provide the primary source of performance monitoring at many water treatment plants. Turbidity provides an excellent way to measure overall plant performance, but it does not provide insight into why the water treatment plants are performing well or poorly. The floc size and count app team’s aim is to create and easy-to-use desktop application that would measure floc size distribution and potentially provide insight as to why a plant is performing well or not. The app will be written in LabVIEW and made available for easy use as a stand alone executable application. The aim for this semester is for the team members to finish the LabVIEW program, integrate the program with a camera system, and have other teams test the camera system and software. By the end of the semester, we hope to have a functional prototype than can be tested by other AguaClara Teams in their experiments.

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UASB - Summer 2017

Zac Chen

Abstract:

No abstract included in report.

Conclusion:

The granule settling experiment from Spring 2017 has reached a conclusive result. Due to the high capture velocity relative to the upflow velocity, a full system of plate settlers will not be required of a full scale UASB reactor. There is no substantial impact from drastically decreasing capture velocity. Rather, a smaller settling apparatus such as a sloped exit weir can achieve the similar solid retention rates. More specifically, it was established that a 0.023 mm/s capture velocity can be utilized to increase effluent turbidity. It is with these conclusions, that the Summer 2017 UASB team recommend that future UASB teams move forward with the fabrication of the full-scale design.

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