Updated on January 12, 2024

·

Created on August 9, 2019

Johkasou

Johkasou tanks are wastewater treatment tanks that can be set up in areas without sewage infrastructure.

Developed By
  1. Kubota
Tested By
  • Johkasou
Content Partners
Unknown
Info Tags

Product Description

Johkasou tanks are commercialized wastewater treatment tanks that can be set up in areas without sewage infrastructure, combining both anaerobic and aerobic microorganisms. Steps include a solid-liquid separation tank, an anaerobic filter bed tank, a moving bed tank or membrane bioreactor, a carrier filter tank or sedimentation tank, followed by the disinfection tank. The product is designed and manufactured by Kubota in Japan, and distributed primarily in Asia.

Six different models exist: KZ II, HCZ, KM-SG-NP, K-HC-T, K-HC-R, KTZ

 

Target SDGs

SDG 6: Clean Water and Sanitation

Target Users (Target Impact Group)

Household, Small and Medium-sized Enterprises, Public Sector Agencies

Distributors / Implementing Organizations

Unknown

Regions

Central Asia, East Asia, North Asia, South Asia

Manufacturing/Building Method

Manufactured in Japan for small, medium, and large application settings.

Intellectural Property Type

Patent

User Provision Model

Users can contact local sales information centers

Distributions to Date Status

1,000,000 units have been distributed in Japan, and an additional 1,000 distributed overseas

Flow rate (L/min)

Flow rate for different available models:

KZ II: 0.7-1.4 L/min

HCZ: 2.9-6.9 L/min

KM-SG-NP: 13.9-138.9 L/min

K-HC-T: 6.9-20.8 L/min

K-HC-R: 13.9-69.4 L/min

KTZ: 6.9 L/min

Power Supply Type

Electrical

Technology type

Solid-liquid separation tank, anaerobic filter bed tank, moving bed tank, membrane bioreactor, carrier filter tank, sedimentation tank

BOD Removal Efficiency

BOD, mg/L, for available different models:

KZ II: ?20

HCZ: ?20

KM-SG-NP: ?5

K-HC-T: ?20

K-HC-R: ?20

KTZ: ?20

COD removal efficiency

COD, mg/L, for available different models:

KM-SG-NP: ?10

KTZ: ?30

NH4-N Removal Efficiency

Total N, mg/L, for available different models:

KZ II: ?20

HCZ: ?20

KM-SG-NP: ?10

TSS removal efficiency

SS, mg/L, for available different models:

KZ II: ?15

HCZ: ?15

KTZ: ?15

Total Phosphorus Removal Efficiency

Total P, mg/L, for available different models:

KM-SG-NP: ?1

Fecal Coliform Removal Efficiency

Unknown

Design Specifications

Johkasou design specifications vary according to model.

Six products exist: KZ II, HCZ, KM-SG-NP, K-HC-T, K-HC-R, KTZ

 

 

Product Schematics

Technical Support

Provided by Kubota

Replacement Components

Submerged membrane unit

Lifecycle

Unknown

Manufacturer Specified Performance Parameters

Manufacturer states product has 90% or higher BOD removal rate and delivers treated water quality with BOD of 20 mg/L or less (in case influent BOD is 200 mg/L).

Vetted Performance Status

Unknown

Safety

Blower must remain on for microorganisms (stopping will result in untreated wastewater and bad odor). Do not throw foreign objects (such as rubber, absorbent cotton, food wastewater, or cooking oil) in toilet to avoid clogging. Do not add chemicals (hydrochloric acid, insecticide, deodorant, chlorine agent, etc.) into the tank. Always close the manhole cover (and lock it if it has a locking mechanism). Prevent children from playing near the wastewater treatment plant. When closing a cover with bolt nuts, tighten cap nuts evenly using a special opening/closing handle. Be careful not to lose parts such as washers and gasket. Remove small stones and other foreign objects from the frame. Do not put any objects on the manhole, blower or power cable, or in the nearby area. Be sure to keep combustible or hazardous things away.

Complementary Technical Systems

Power source for blower

Academic Research and References

Ewiss, M.Z., Ahmed, Z.A., et al.,  2017, Application Of The Japanese Johkasou Decentralized Sewage Wastewater System In Egypt, Sylwan 161(9): 180-193.

Gaulke, L.S., 2006, On-site wastewater treatment and reuses in Japan, Proceedings of the Institution of Civil Engineers-Water Management 159: 103-109.

Lam, L. Kurisu, K. Hanaki, K., 2015, Comparative environmental impacts of source-separation systems for domestic wastewater management in rural China, Journal of Cleaner Production 104(1): 185-198.

Nguyen, L.H. Mohan, G. et al., 2016, Low-Carbon Watershed Management: Potential of Greenhouse Gas Reductions from Wastewater Treatment in Rural Vietnam, The Scientific World Journal.

Compliance with regulations

Unknown

Evaluation methods

Unknown

Other Information

Specifications of each product:  KZ II, HCZ, KM-SG-NP, K-HC-T and K-HC-R.

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