| ************************************************************* | ||
| SBMC Newsletter | ||
| From Sewerage Business Management Center | ||
| <http://www.sbmc.or.jp/english/> | ||
| Vol.5 No.2 | ||
| August 2, 2007 | ||
| ************************************************************* | ||
| This is the 18th Issue of SBMC Newsletter provided by | ||
| Sewerage Business Management Center quaterly. | ||
| SBMC Newsletter covers Japan's ODA information in the field | ||
| of sewage works and current situation of sewage works in | ||
| Japan. | ||
| If you wish to subscribe or unsubscribe or were subscribed | ||
| in error, please refer to the instruction below on how to | ||
| register or unsubscribe. | ||
| ************************************************************* | ||
| The contents of this issue are as follows. | ||
| 1. | STORMWATER CONTROL IN URBAN AREA | |
| Establishment of Safety City for Heavy Rain | ||
| 2. |
GUIDELINE FOR OPERATION AND MAINTENANCE FOR SEWERAGE |
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| SYSTEM | ||
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Necessary Preparation for the Commencement of User |
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| Service and O&M | ||
| 3. | REPORT FROM PARTICIPANTS IN 2006 SEWAGE WORKS | |
| ENGINEERING AND STORMWATER DRAINAGE TECHNOLOGY JICA | ||
| TRAINING PROGRAM | ||
| ************************************************************* | ||
| 1. | STORMWATER CONTROL IN URBAN AREA | |
| Establishment of Safety City for Heavy Rain | ||
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One of the essential roles of Sewerage Systems is stormwater |
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| drainage. | ||
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Efficient stormwater drainage control is needed to |
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| secure citizen's | ||
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life and property against flooding and contribute to |
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| the sound urban development. | ||
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Please refer to |
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| http://www.sbmc.or.jp/english/051026/Major_Objectives _of_Sewerage_Systems.htm |
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In recent year, total amount of stormwater runoff |
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| has been increasingbecause of reduction of permeable | ||
| area by urban development. Before unbanization, | ||
| there is wide permeable area such as farming land | ||
| andforest, but after urbanization, rainwater | ||
| permeable area has decreasedas a result of increase | ||
| of roads area, construction of buildings, etc. | ||
| Then, most of rainwater does not penetrate into the | ||
| ground, and totalamount of stormwater runoff has | ||
| increased. However, the flowing capacityof existing | ||
| rivers or channels is usually constant and increased | ||
| amount of stormwater runoff has caused the flooding | ||
| in urban area. | ||
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By urbanization, flooding has often occurred in the |
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| developed area where there had been no flooding. | ||
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To cope with this new typeof floodingin urban area, |
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following counter measures have been implemented. |
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| 1) | Construction of Stormwater Drainage Facilities | |
| such as Trunk Stormwater Pipe and Pumping | ||
| Facilities | ||
| To make up for shortage of flowing capacity of | ||
| existing stream or river for increased stormwater | ||
| runoff, rainwater drainage pipe has been constructed. | ||
| Usually, there is little space for drainage facility | ||
| in urban area, these pipes are constructed under | ||
| ground. As collected rainwater in the pipe is | ||
| transported by gravity, at the end of the pipe, | ||
| pumping facility is constructed to lift the rainwater | ||
| and discharge it to the main river or ocean. In Osaka | ||
| City, Naniwa Grand Floodway construction project | ||
| consisting of Suminoe Pumping Station with a capacity | ||
| of 75m3/s and 12.2km long trunk sewer with maximum | ||
| inside diameter of 6.5m was completed in 1999, and | ||
| commenced full-scale operation in April, 2000. | ||
| 2) |
Construction of Rainwater Storage Facilities |
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In rain event, some part of stormwater is stored in |
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| storage facilities to prevent the flooding, and stored | ||
| rainwater is discharged to the river after rain event. | ||
| Rainwater storage facility has an effect toreduce peak | ||
| flow by storage, though total stormwater runoff | ||
| amount is not reduced. There are two types of storage | ||
| facilities, On-site type and Off-site type. In the | ||
| case of On-site type, rainwater is stored under the | ||
| park or playground, and in the case of Off-site type | ||
| such as stormwater reservoir for flood control, | ||
| stormwater tank, and stormwater storage pipe, | ||
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rainwater is collected, transported and stored at |
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| other location. | ||
| 3) |
Constriction of Stormwater Infiltration Facilities |
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By installing stormwater infiltration facilities |
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such as infiltrationinlet, infiltration trench and |
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permeable pavement, part of rainwaterpenetrates into |
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the ground, and total stormwater runoff can be |
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reduced to prevent the flooding. |
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| In addition to these constructions of facilities, | ||
| following measuresare also quite important. | ||
| 1) |
Provision of information to the residents |
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| It is desired that hazard map indicating the danger | ||
| area for floodingand degree of flood risk, means of | ||
| escape, etc. are informed to theresidents in advance. | ||
| 2) |
Information sharing |
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Relating information should be shared with river |
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| administrator, responsible person of underground | ||
| facilities like subway, mall, etc. | ||
| 3) |
Rapid and efficient management |
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Rapid and effective management by installing of |
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rainfall radar and rainfall information system, |
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remote control of pumping facilities, etc. |
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are also conducted in Japan. |
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| In Osaka city, a rainfall radar has been installed | ||
| on the roof of a 200m-high building in the city to | ||
| observe rainfall on a real time basis to minimize | ||
| flood damage. The observed data are transmitted | ||
| online to Wastewater Treatment Plants, Pumping | ||
| Stations, and other facilities to control facilities | ||
| and respond accurately to citizen's inquiries. | ||
| "Rainfall Information Service" has been implemented | ||
| since 1999, and citizens can directly access radar | ||
| information on rainfall via facsimile or the Internet. | ||
| In order to cope with flooding in urban area, | ||
| provision of informationto the residents, | ||
| information sharing, and rapid and efficient | ||
| management are important in addition to the | ||
| construction of stormwater drainage, storage, and | ||
| infiltration facilities, and comprehensive | ||
| countermeasures for flooding in urban area should | ||
| be established in cooperation with local communities | ||
| and residents. | ||
| You can see the illustrated version of this issue in | ||
| the following web page. | ||
|
http://www.sbmc.or.jp/english/070731/Stromwater |
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| ************************************************************* | ||
| 2. |
GUIDELINE FOR OPERATION AND MAINTENANCE FOR |
|
| SEWERAGE SYSTEM | ||
| Necessary Preparation for the Commencement of User | ||
| Service and O&M | ||
|
In order to preserve the water quality in public water |
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| bodies, theconstructed sewerage facilities should be | ||
| rationally and effectivelymaintained and operated. | ||
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For example, the treated water quality should meet |
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| the relating regulation and standard, and the relating | ||
| laws should be examinedbefore the start of operation. | ||
| To maintain and operate the WTP, broad-based knowledge | ||
| and a wide range of skills for civil engineering, | ||
| architecture, mechanical and electrical engineering, | ||
| chemistry, water quality analysis, biology, etc. | ||
| are needed, and high skilled and qualified | ||
| engineers are required. | ||
|
In addition, to commence the user service and O&M of |
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| sewerage systems, several preparations regarding user | ||
| charge collection, entrustment of O&M, industrial | ||
| wastewater control, ledger and report, etc. are | ||
| renecessary, and these preparations are conducted in | ||
| one or two years before the start of operation. | ||
|
In Japan, to maintain and operate sewerage systems |
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| appropriately, "Guideline for the start of Operation | ||
| and Maintenance for Sewerage System", which explains | ||
| necessary preparation before the commencement of user | ||
| service and O&M has been published by Japan Sewage | ||
| works Agency. | ||
|
In this issue, this guideline is briefly explained. |
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| For more information,please visit the following web | ||
| page. | ||
| http://www.sbmc.or.jp/english/070731/Guideline for the_start_of_O&M_for_SS.html |
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| I. Compliance with Relating Laws | ||
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Operation and maintenance of WTP should be conducted |
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| in accordancewith rules, and standards formulated by | ||
| relating laws. For instance, in article 21 of Sewerage | ||
| Law, it is stated that the general managerof public | ||
| sewerage system shall maintain and upkeep the | ||
| sewage treatment plant as stipulated by the Cabinet | ||
| Order. Also, treated wastewater quality should meet | ||
| the standards regulated by sewerage law. | ||
|
Please refer to the following web page, which explains |
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| the laws and relating regulation for O&M of WTP in | ||
| Japan. | ||
| http://www.sbmc.or.jp/english/070731/Guideline for_the_start_of_O&M_for_SS.html |
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| II. Staff Assignment Plan and Management System | ||
| 1) | Staff Aassignment plan is made as a part of O&M | |
| implementation plan including clarification of | ||
| O&M contents and establishment of O&M Manual | ||
| (Sewer System and WTP). | ||
| 2) | Management System (Resident type control or Patrol | |
| type control, Remote monitoring and control, Direct | ||
| management or Entrustment, Night shift, Working | ||
| hour, etc.) should be also considered. | ||
| III. Securement of Qualified Engineers | ||
| Following qualified engineers are necessary for O&M. | ||
| 1) | Engineers for O&M regulated by Sewerage Law | |
| 2) | Legal Work Chief at Insufficient Oxygen Site | |
| 3) | Lead Engineer for Electricity | |
| 4) | Lead Engineer for special facility and control | |
| hazardous materials | ||
| (ex. Boiler, storage of Oil, generator) | ||
| 5) | Responsible engineer for Safely Work | |
| 6) | Others | |
| Also, engineers training plan is necessary for | ||
| rational O&M. | ||
| IV. Sewerage System Ordinance and User Charge | ||
|
Sewerage System Ordinance, which formulates following |
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| issues is needed before the commencement of user | ||
| service and O&M. | ||
| 1) | Connection facility to public sewer system and its | |
| management | ||
| 2) | Wastewater pretreatment facility | |
| 3) | User Charge (Specific Value, and system in | |
| Administrative area) | ||
| 4) | Basic Principles and Calculation methods for user | |
| charge Moreover, following issues should be examined | ||
| before the start of operationof WTP. | ||
| V. Cost Estimation for O&M | ||
| VI. Entrustment of O&M | ||
| VII. Monitoring and Control of Specified Facilities | ||
| relating to Industrial Wastewater | ||
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VIII. Forecast of Inflow Wastewater for Rational |
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| Wastewater Treatment | ||
| IX.Ledger, and Daily and Monthly Report | ||
|
In detail, please visit the following web page. |
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|
http://www.sbmc.or.jp/english/070731/Guideline_for_the |
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| **************************************************************** | ||
| 3. | REPORT FROM PARTICIPANT IN 2006 SEWAGE WORKS | |
| ENGINEERING AND STORMWATER DRAINAGE TECHNOLOGY | ||
| JICA TRAINING PROGRAM | ||
| Mr. Patrick Garfield Daley, from Jamaica | ||
|
With a total mass area of 10,991sq. Km (water accounting |
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| for 1.45%), Jamaica is the largest English Speaking | ||
| Caribbean Country and lies 150Km south of Cuba or | ||
| about 850Km south of Miami, USA. Best describe as | ||
| mountainous, with the highest mountain reaching 2,250 | ||
| meters, Jamaica normally enjoys a hot and humid climate | ||
| but have plenty of rainfall each year especially during | ||
| the month of May, June, October, and Nevember which the | ||
| average rainfall being 1267mm. | ||
| Presentaly 70% of the Jamaica population of just over | ||
| 2.6million people enjoy piped water while the other 30% | ||
| obtains water from standpipes, water trucks, wayside tanks, | ||
| community catchment's or have their own on site supply. | ||
| On the other hand only 30% of this population is severed | ||
| by central sewerage systems, the other 70% dispose of | ||
| their waste through on-site sanitation systems such as | ||
| septic tanks, soak away pit and pit latrines. | ||
|
The National Water Commission (NWC) a central government |
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| owned organization and to which I currently works is the | ||
| major provider of water and wastewater service in Jamaica. | ||
| This organization is headed by a board of | ||
| Commissioners but is operationally manage by a President. | ||
| and is assisted by six vice Presidents, each heading | ||
| functional departments such as Engineering, strategic | ||
| Planning, Finance and Administration and Human Resource | ||
| Management and two(Eastern and Western) Operations | ||
| and Maintenance Divisions. As the Manager, Wastewater | ||
| of the Eastern Division, I report to the Manager | ||
| Technical Services, who reports to the Vice | ||
| President of the Eastern Division. My core | ||
| responsibility includes managing the Operation and | ||
| Maintenance and Rehabilitation Works of all the | ||
| wastewater facilities in that Division which spans | ||
| 7 of the 14 parishes that makes up Jamaica. | ||
|
Wastewater facilities in my division comprises of 55 |
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| Wastewater Treatment Plants, 87 pumping stations and | ||
| approximately 400Km of sewer. However most of these | ||
| facilities are over 20 years old and unfortunately | ||
| are in deplorable condition, due mainly to the fact | ||
| that the NWC and the Government of Jamaica neglect | ||
| wastewater in the past due mainly to financial | ||
| constraint as the NWC only financial source is from | ||
| user charges. However in recent times this has reverse, | ||
| with great attention now being given this area, | ||
| according to the fact that stricter regulation | ||
| (BOD-20mg/l, TSS-20mg/l, N-10mg/l, p-4mg/l) of | ||
| effluent being discharge from Wastewater Treatment | ||
| Plants are being done by two Central Government | ||
| Agencies; namely the National Environmental Planning | ||
| Agency (NEPA) and the Ministry of Health (MOH). | ||
|
The sewerage system managed by the NWC is of a |
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| separate type while the different type of treatment | ||
| process that treats only domestic wastewater: Aerated | ||
| Lagoon, Contact Stabilization, Extended Aeration, | ||
| Oxidation Ditch, Primary Treatment and Waste | ||
| Stabilization Ponds, Tile Fields. Of the total number of | ||
| wastewater treatment plants only 8 are municipals systems | ||
| while the remaining are community plants. | ||
|
Effluent is only reused from one wastewater treatment |
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| plant and is used as cooling aid in an electrical | ||
| generating plant, else where the effluent is | ||
| discharge into rivers, streams and gullies which | ||
| all ended up in the Caribbean Sea. Small amount | ||
| of sludge is used for agricultural use but | ||
| basically it can be concluded that sludge is mainly | ||
| dumped in land fills | ||
| **************************************************************** | ||
| We appreciate your comments or opinion on SBMC Homepage | ||
| and this newsletter. Especially, if you would send us a | ||
| report about current status of water environment, sewerage | ||
| works, etc. in your country, it should be grateful. | ||
| The address of SBMC Homepage is | ||
| http://www.sbmc.or.jp/english/, | ||
| and please send an e-mail to www@sbmc.or.jp with your | ||
| comments. | ||
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