Ebara Engineering Review

Archive for the year 2015

No.249 Oct. 2015 Issue

Stoker-Type Waste Incineration Plant for Iwamizawa, Hokkaido Construction and Delivery of Iwamizawa Environment Clean Plaza

by Naoto AKIBA, & Tetsuji IGUCHI
We delivered the Iwamizawa Environment Clean Plaza, a waste incineration facility with a stoker-type furnace, to Iwamizawa City, Hokkaido at the end of March 2015. This facility is designed to treat the waste collected from three municipalities: Iwamizawa City, Bibai City, and Tsukigata-cho. The Iwamizawa Environment Clean Plaza is a comprehensive waste treatment facility that consists of a stoker-type incineration plant and a recycling plant. This cutting edge facility creates a low environmental impact thanks to state-of-the-art stoker technology. It also provides for the advanced treatment of flue gas, and works to effectively utilize energy by generating electricity from waste heat at incineration. The facility gives full consideration to the harmony with both of the natural and social environments, while seeking to provide the economic benefits to the municipalities it serves. We employed various measures, including introduction of pre-fabricated stokers, to cope with the very short delivery time from the contract to the completion of construction. The performance test confirmed that the facility achieved the designed performances.

Keywords
Stoker type incinerator, Incineration plant, Recycling plant, State-of-the-art stoker technology, Low air ratio combustion, Flue gas recirculation, Generating power from waste, Prefabricated stoker, Pin-bound type grate, Closed wastewater treatment system

Water Supply Equipment: Introduction of Product Technologies − Part 5: Direct Connecting Booster Pump −

by Nobuhiro HIGAKI
We discussed various water supply systems, their purposes and how to select them, in the first and second series of technical introduction of the water supply equipment (water supply unit) which comprises our company’s main products. Subsequently, we explained the “ON-OFF control system”, the most basic pressure control system among water supply systems, and the “variable frequency control system” which is superior to the “ON-OFF control system” in suppressing water pressure fluctuations and which can operate with a high degree of energy saving, in the third and fourth parts of the series respectively.
In this fifth part of the series, we will introduce the “direct connecting booster pump system”, which is a system that increases only necessary water supply pressure in a way that makes up for insufficient pressure of the main pipe while taking advantage of its pressure with water supply equipment directly connected to a pipe branched from the main pipe, and also explain about the water supply equipment that utilizes the system. We will include details of the control system, its actual structure and main components, various special specifications, and protective functions for its safe operation.

Keywords
Water supply equipment, Water supply system, Direct connecting booster pump system, Variable frequency control system, Back flow preventer, Estimated constant end pressure control, Flow switch, Pressure sensor, Direct connecting booster pump system (serially cascaded type)

No.248 Jul. 2015 Issue

Performance of Anaerobic Ammonium Oxidation Process Using Fluidized Carrier Method

by Yongsheng GE, Ryosuke HATA, Hiroshi SAKUMA, Shinji GONO, Hisami NAKAMURA, & Akira YAMAGUCHI
This study examined a nitrogen removal process based on an anammox (anaerobic ammonium oxidation) process that enables lower energy consumption and processing at lower costs than the conventional method. On the basis of the findings of a basic study of the partial nitritation process and the anammox process using synthetic wastewater, demonstration tests using actual wastewater were conducted. First, a demonstration test was conducted with fluid with digested sludge filtrate that had been separated from sewage and that was characterized by a low concentration of organic substances and a high nitrogen concentration. It was followed by another demonstration test using leachate with a low amount of suspended solids (SS) and organic substance concentrations and a high level of salinity. Both tests lasted about six months or longer. These tests confirmed that both the partial nitritation process with added carriers and the anammox process enabled bacterial attachment and retention of carriers and exhibited stable processing performance. Yet another demonstration test using this fluidized carrier method integrating the partial nitritation process with the anammox process observed a T-N load of 2.4 kg/(m3·d) at maximum with digested sludge filtrate and 2.7 kg/(m3·d) at maximum with the leachate. It also confirmed good nitrogen removal performance with a T-N removal rate of 80% or higher on average in both cases.

Keywords
Nitrogen removal, Nitritation treatment, Anaerobic ammonium oxidation (Anammox), Ammonium, Fluidized carrier method, Free ammonium, Free nitrous acid, Digested sludge, Dewatered filtrate, Leachate

No.247 Apr. 2015 Issue

No.246 Jan. 2015 Issue