Open Source Biodigester Calculations: Difference between revisions
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*Thus, must essentially design for toilet flow, as a dishwasher uses about 1 gallon per person per day [https://www.google.com/search?q=is+it+fair+to+say+that+a+dishwasher+uses+1+gallon+per+person+per+day+to+handle+all+dishwash%3F] and average toilet flow is 12 gpppd (gallons per person per day) [https://chatgpt.com/share/696bc6ef-5930-8010-808b-f2f946aed2fb] and 8 gpppd for efficient toilets. | *Thus, must essentially design for toilet flow, as a dishwasher uses about 1 gallon per person per day [https://www.google.com/search?q=is+it+fair+to+say+that+a+dishwasher+uses+1+gallon+per+person+per+day+to+handle+all+dishwash%3F] and average toilet flow is 12 gpppd (gallons per person per day) [https://chatgpt.com/share/696bc6ef-5930-8010-808b-f2f946aed2fb] and 8 gpppd for efficient toilets. | ||
*In the [[Supertoilet]] case, we have a figure of 0.5 gpf or 1 gpf. - with most flushes at half - so an average 6 toilet flushes per day [https://chatgpt.com/share/696bc6ef-5930-8010-808b-f2f946aed2fb]. That is 4 gpd assuming 4 ppd and 2 spd. | *In the [[Supertoilet]] case, we have a figure of 0.5 gpf or 1 gpf. - with most flushes at half - so an average 6 toilet flushes per day [https://chatgpt.com/share/696bc6ef-5930-8010-808b-f2f946aed2fb]. That is 4 gpd assuming 4 ppd and 2 spd. | ||
*Thus, we must design for 5 gpd for toilet and kitchen sink loading per person. | |||
*For 25 day retention time and 80% load derating - 32 biodigester totes serve 50 people in temperate climate zones. [https://chatgpt.com/share/696bc7b3-f3bc-8010-b26a-9b5d0fae801b] | |||
=Cost= | |||
At the cost of insulated space and $1600 in totes assuming $50 per tote in surplus, the cost is attractive. | |||
Septic tanks are $1/gal for comparison, while totes are 1/2-1/4 of this, minus the digging. | |||
If gas and nutrient are a byproduct for a biodigester, that is where the win comes in. [https://chatgpt.com/share/696bc7b3-f3bc-8010-b26a-9b5d0fae801b] | |||
=Internal Links= | |||
*[[Open Source Biodigester]] | |||
==Terms Relevant to Calculations== | |||
*[[Adsorbable Organic Halides]] / [[Total Organic Sulfur]] + [[Total Inorganic Sulfur]] / [[Total Sulfur Content]] or [[Total Sulfur]] | |||
**The former is mainly a concern in terms of Pollution, the latter may aid in estimating [[Hydrogen Sulfide Formation in Anaerobic Digestion Biogas]] / optimizing Feedstocks / [[Anaerobic Digestion Feedstock Pretreatment]] to reduce this | |||
*[[Biomethane Potential]] | |||
*[[Drain Fixture Unit]] | |||
*[[Organic Load Rate]] | |||
*[[Retention Time]] | |||
**[[Hydraulic Retention Time]] | |||
**[[Solids Retention Time]] | |||
*Media Temperature | |||
*[[PH]] | |||
=External Links= | |||
*[https://wiredwhite.com/anaerobic-digestion-simulation-openmodelica/ A 2025 Paper Titled “ Dynamic Simulations of Anaerobic Digestion Plant” using [[Open Modelica]]. ] | |||
**[[Anaerobic Digestion Model No.1]] (Aka [[ADM1]] ) | |||
*** developed by the [[International Water Association]] ( [[IWA]] ) | |||
*[https://pmc.ncbi.nlm.nih.gov/articles/PMC11895414/ A 2024 [[Open Access Paper]] Titled “ Open‐Source Anaerobic Digestion Modeling Platform, Anaerobic Digestion Model No. 1 Fast (ADM1F)” ] | |||
*[https://greene-tec.com/wp-content/uploads/2024/12/PlanET-Webinar-on-CSTR.pdf A 2024 Slide Deck from a PlanET Biogas Webinar Titled “Design Considerations for Anaerobic [[CSTR]] Digesters” ] | |||
**MIGHT not be Open Access, but the importance of Mixing, and the (at least MENTION OF) [[Design for Cleaning]] / cleanouts and such / Sand and Grit reduction/removal is nice | |||
*[https://www.extension.iastate.edu/ageng/reflections-testing-strategy-anaerobic-digestion-using-right-tool-question-hand An Iowa State University Agricultural Extension Article Titled “ Reflections on Testing Strategy in Anaerobic Digestion: Using the Right Tool for the Question at Hand By Daniel Andersen, associate professor, Iowa State University” | |||
Latest revision as of 21:48, 17 January 2026
Number of People Served
Design goal for scalable systems is for a 16x16 foot room to handle the waste of 100 people [1], 100 chickens [2], or 25 pigs [3]. This is a design that can handle pigs if humans chose pork and beans as their protein staple.
With biodigester totes (1 cubic meter) stacked 2 high - a 16x16 foot room can accommodate 32 of such totes.
Chat says 1 cubic meter serves 4 people.
First Principle Calculation
- Limit is water volume handling from appliances, assuming that this water dilutes organic waste sufficiently
- Thus, must essentially design for toilet flow, as a dishwasher uses about 1 gallon per person per day [4] and average toilet flow is 12 gpppd (gallons per person per day) [5] and 8 gpppd for efficient toilets.
- In the Supertoilet case, we have a figure of 0.5 gpf or 1 gpf. - with most flushes at half - so an average 6 toilet flushes per day [6]. That is 4 gpd assuming 4 ppd and 2 spd.
- Thus, we must design for 5 gpd for toilet and kitchen sink loading per person.
- For 25 day retention time and 80% load derating - 32 biodigester totes serve 50 people in temperate climate zones. [7]
Cost
At the cost of insulated space and $1600 in totes assuming $50 per tote in surplus, the cost is attractive.
Septic tanks are $1/gal for comparison, while totes are 1/2-1/4 of this, minus the digging.
If gas and nutrient are a byproduct for a biodigester, that is where the win comes in. [8]
Internal Links
Terms Relevant to Calculations
- Adsorbable Organic Halides / Total Organic Sulfur + Total Inorganic Sulfur / Total Sulfur Content or Total Sulfur
- The former is mainly a concern in terms of Pollution, the latter may aid in estimating Hydrogen Sulfide Formation in Anaerobic Digestion Biogas / optimizing Feedstocks / Anaerobic Digestion Feedstock Pretreatment to reduce this
- Biomethane Potential
- Drain Fixture Unit
- Organic Load Rate
- Retention Time
- Media Temperature
- PH
External Links
- A 2025 Paper Titled “ Dynamic Simulations of Anaerobic Digestion Plant” using Open Modelica.
- Anaerobic Digestion Model No.1 (Aka ADM1 )
- developed by the International Water Association ( IWA )
- Anaerobic Digestion Model No.1 (Aka ADM1 )
- A 2024 Open Access Paper Titled “ Open‐Source Anaerobic Digestion Modeling Platform, Anaerobic Digestion Model No. 1 Fast (ADM1F)”
- A 2024 Slide Deck from a PlanET Biogas Webinar Titled “Design Considerations for Anaerobic CSTR Digesters”
- MIGHT not be Open Access, but the importance of Mixing, and the (at least MENTION OF) Design for Cleaning / cleanouts and such / Sand and Grit reduction/removal is nice
- [https://www.extension.iastate.edu/ageng/reflections-testing-strategy-anaerobic-digestion-using-right-tool-question-hand An Iowa State University Agricultural Extension Article Titled “ Reflections on Testing Strategy in Anaerobic Digestion: Using the Right Tool for the Question at Hand By Daniel Andersen, associate professor, Iowa State University”