This study is to improve the efficiency of BTL (Build Transfer Lease) project operation by comparing the infiltration rate based on the data of 5 years of infiltration of the separate sewer system and combined sewer system. In the survey site, the separate sewer system area consists of eight flowmeters in seven treatment basins, and the combined sewer system area consists of eight flowmeters in five treatment basins. The infillration rate was analyzed by night-time domestic flow evaluation method, and the average infiltration rates of the separate sewer system and combined sewer system were 13% and 16%, respectively. Combined sewer system was about 1.3 times higher than the separate sewer system. The average BOD of separate sewer system was 233 mg/L, which was about 2.4 times higher than the combined sewer system was 107 mg/L. In the comparison of the average pipe diameter-length infiltration of separate sewer system and combined sewer system, the separate sewer system and the combined sewer system were about 0.150 m3/d/mm/km and about 0.109 m3/d/mm/km, respectively. The floating population in mixed residential and commercial areas has been identified as the cause. Therefore, we propose a method to calculate the infiltration rate in consideration of the margin ratio in the area where the night active population is concentrated.

The results of the survey on water utilization status, the wasted water factor, the awareness, and the education and promotional activities of water saving in Daejeon City are as follows: The percentage of using tap valve with a closure was 66% when showering. 74% of water was used with closing the tap valve when washing faces with no water needed, it was still considered that there existed a wasting water. The most wasting reasons of water were found to be shower, bath, and laundry in order. In the awareness of practicing tap water saving, 9.1% of respondents acted actively, 53.4% of them were trying to practice it, and more than 63% had a positive awareness. In the contents of practicing saving water, locking water when soaping while showering, non-laundry of small quantity, and using cups when brushing teeth were top priorities. About 50% of the reasons for saving water was to practice purely saving water, when saving for economic help was excluded. The level of water saving awareness was not high when considering that the ratio of usage without water saving equipment and installation, and using method was relatively high when moving in. In order to make usage of water saving equipment more common, it was deemed necessary to provide information on the purchase of water saving equipment and to promote and educate the efficiency of saving of related products. More than about 90% of the respondents responded that water saving education or promotional activities had an effect of improving water saving awareness. The most effective method of education and promotional activities was found to be 40.4% by mass media activities, and 21.7% by promotions through mobile devices.

This study was performed to evaluate the alternative improvement plans for removal efficiency of plating wastewater treatment processes with high concentrations of heavy metals and total nitrogen in the influent. The average removal efficiency rates of the existing wastewater treatment plant were 58% of CODcr, 74% of CODmn, 78% of TN, 99% of TP, respectively. However, the concentration of SS (about 250 mg/L) was over the emission standard (120 mg/L). TN and Cu2+ concentrations were over the emission standard; about 62 mg/L and 5.2 mg/L, respectively. Carbon source quantity, fed into the anoxic tank of the biological wastewater treatment process, was controled by calculating the optimum required COD amount for denitrification. The removal efficiency rates of Zn2+, Cu2+, and Ni2+ were achieved using an electrolysis reactor 89%, 89%, and 99%, respectively. Therefore, it was recommended to modify the existing wastewater treatment process including the chemical precipitation to the electrolysis reactor as an efficient and environmentally effective alternative.

This study was carried out to recommend the recycling technology from the organic wastes generated in the neighborhood of a dam in Kroea. The order of production of the organic wastes without the suspended materials and energy corps are Chungju-dam(649.9 ton/day), Daechung-dam(525.1ton/day), Hapcheon-dam(485ton/day), Namgang-dam(478ton/day), and Soyang-dam(246.4ton/day). Because livestock excretions and nightsoil were composed of 72 to 93% of the total organic wastes, they should be proferly reflected in the plan of recycling. It was investigated that the biodegradability was 40~80%, biogas production, 0.22~1.70m3/kg VS, methan production, 0.15~1.07m3/kg VS, and methan contents, 63~79%, respectively, in case of the livestock excretions, which constituted over than 50% of organic wastes. Therefore, the appropriate technology for the recycling of organic wastes can be considered anaerobic co-digestion; this technology can create high added value because of using the fuel for new regeneration enery. SCFMR(Semi-Continuously Fed and Mixed Reactor) for an anaerobic digestion reactor was suited for the treatment of organic wastes because the retention time was relatively constant, compared to CSTR(Continuous Stirred Tank Reactor), power consumption was small, and operation and management of reactor was easy and economical.

This study was carried out to improve the performance of sewer trenchless entire repair method by using the multifunctional safety high-pressure hose. Because the flexural strength and flexing modulus of elasticity increased in the range from 60℃ to 80℃ of the setting temperature, the unform quality was secured to satisfy the standard quality and consolidate the strength, by supplying steam to the entire sewer through the safety high-pressure hose simultaneously. After the steam was supplied, the temperature of the condensate water with a large amount occurred , compared with a small amount, was very low. So, the setting time was shorter over than one hour by reducing the unsatisfied cure state and excluding the condensate water. The standard quality increased by approximately 15% at upper, central, and lower points of the same sewer was gained from the test result of CIPP(cured in place pipes) constructed at the optimum setting temperature. The steam and air were supplied evenly to the sewer by controlling the safety high-pressure hose in the tense and relaxed state and by using the exclusive function of condensate water. The availability and safety for the constructed process were achieved.

This study was carried out to suggest a improvement plan for nuclear administration system in korea by comparing our country with other leading countries for nuclear power policy, current state and plans. It is suggested that NSSC, directly responsible to the prime minster should be upgraded to the president, the independence of NSSC will be maintained. A region safety committee directly responsible to the local government should be established, forge the dualistic regulation framework for mutual help and check, and consolidate the supervision of management for local nuclear power plant. NSSC is in charge of the engineered safety and protection of facilities, disaster protection etc., regional safety committee plays a special role in the safety measures for inhabitants and environmental monitoring

Urban areas (residential, commercial, transportation), each of the points during the same rainfall in the same area, this study was evaluated by a survey to find out the basic data and the characteristics of non-point pollution on local characteristics was performed. To evaluate and compare a non-point source pollution concentrations. The conclusion of this study was to know the influence of non-point pollutants in initial rainfall. There was a difference during the same point was compared. The pollution levels were differences in the point-specific characteristics, the same point compared by rainfall when rainfall is low, the contaminant concentrations were high. Finally, when compared to the number of rainy days. The shorter the number of rainy days, the non-point pollutants were high.

The purpose of this sudy is to get characteristics of water quality in separated sewer overflows. In dry weather the water quality of sewage in the outfall of the separated sewer was an average BOD of 2.7 mg/L, CODmn of 4.9 mg/L, TN of 3.8 mg/L, TP of 1.9 mg/L, and SS of 5.3 mg/L, Because the quality except for TP was less than the water quality standard of wastewater treatment plant (WTP), a prevention facility was needed to prevent the sewage inflow to interceptor. When the separated sewer overflows (SSO) were overflowed, the maximum pollutant load was be found to be about from 2.7 to 5.4 times as a BOD base, about from 3.2 to 4.6 times as a SS base higher than average load. There was a big difference according to rainfall intensity and rainfall continuous time. In case the quality of SSO was less than water quality standard or water quality in dry season, SSO was required to discharge to the stream not to inflow to WTP by operating the floodgate in the outfall with water quality data using sensors, such as turbidity sensor, etc. Because removal efficiency by an intercepter load was calculated as low as about 10~20% as a BOD base, removal efficiency could be increased by installing a separated wall within the sewer.

The purpose of this study is to provide the data for sewage policy by selection of demending section and priority for interceptor renovation in Daejeon Metropolitian City. The order of priority for interceptor renovation in this city is Daejean-cheon, Youdeng-cheon, Gab-cheon, Youseong-cheon and Jinjam-cheon. Length of demanding section for renovation is 5.6 km for Daejean-cheon, 11.9 km for Youdeng-cheon, 13.8 km for Gab-cheon, 10.4 km for Youseong-cheon, and 3.9 km for Jinjam-cheon, respectively. The total length for interceptor renovation is 45.6 km. Assuming 30% as partial repair and 70% total repair on trenchless replacement, total renovation cost is calculated 98.2 billion won, 3.5 billion won for Daejeon-cheon, 1.2 billion won for Jinjam-cheon, 49.7 billion won for Gab-cheon, 4.3 billion won for Youseong-cheon, and 39.5 billion won for Youdeng-cheon.

The purpose of this study is to get basic data for the application of coagulants for treating an industrial wastewater containing NBD COD. The NBD COD concentration of the target wastewater was calculated to be 61 mg/L, which was about 72% of the first stage treated water, and this shows that there must be advanced wastewater treatment process. When Alum(8%) was injected in raw the water, 150ppm was the best dosage and 41% CODmn removal efficiency was obtained. When Alum(8%) was injected in the discharge water, 150ppm was the best dosage, and 19% CODmn removal efficiency was obtained. When powdered activated carbon was injected, 40ppm was the best dosage, 26% CODmn removal efficiency was obtained. The method of injecting Alum(8%) in the discharge water was suitable, when the effluent exceeds the water quality standard by 20%, and the method of injecting the powdered activated carbon was suitable, when the effluent exceeds the water quality standard by 20~40%.

Ocean discharge of sewage sludge, which started in the year of 1993 in Korea, was stopped in the beginning of 2012, Landfill of sewage sludge was also prohibited in 2003 owing to public acceptance of the lanfill sites, and partially reopened in 2007 due to the necessity of organic component in sludge to produce methane gas. Sludge recycle ratio will increase in sewage sludge treatment by volume reduction and drying, and then recycle of the thermal energy as fuel in power plant and also material as raw material of cement. Several drying processes are compared with reasoning and an appropriate drying sequence is suggested.

This study was to look out a better water quality of Tumen river by observing the variation of quality and causes of pollution for 30years since 1977 the negotiations between China and North Korea to present. China decreased industrial wastewater discharge and COD load by 71% and 94%, respectively through constant efforts since negotiation to present. But Tumen river is a boundary river so that the water quality should not be solved only by China. As the economics of North Korea recovers, industrial wastewater will be a big problem for a potential risk factor and it must to resolve by the negotiation between two countries. The main pollution sources in China are Chenming paper industry company, Shixian paper industry company and the urban sewage by population growth of Yanbian. Beneficiation wastewater of Musan iron mine has become a big SS pollution problem, and industrial wastewater including the strong organic matter and volatile phenol from Aoji chemistry company would have been a problem in North Korea. According to the ‘12.5’planning to improve water quality in Tumen river, the government planned bad V class(worse than 40mg/L COD) which occupies 9.7% of the water quality area presently to less than V class, and I~III class which occupies 71% to more than 80%. Construction of sewage treatment plants should be urgently needed in Yanji, Hunchun and 5 other cities.

This study was carried out to investigate the performance of individual sewage treatment facilities with MBR(membrane bioreactor). After ratio of influent distribution of aerobic reactor to anoxic reactor from 4 : 6 to 7 : 3, the effluent quality is improved 5.3 mg/L as BOD, 3.8 mg/L as SS, 5.6 mg/L as T-N, and 1.6 mg/L as T-P, respectively. The removal efficiency rate of effluent increased upto 98% as BOD, 99% as SS 94%, as T-N as 93% and T-P, respectively. To maintain SS concentration of the effluent less than 1 mg/L, the washing and differential pressure of membrane management were required, the wasted activated sludge periodically discard to the sludge storage tank in order to meet standard criteria. The capacity of this individual facilities was overestimated, when low loading occur, an alternative is considered

The purpose of this study is to evaluate for performance of biochipfiltration phosphorus treatment process developed by ANT21 and to enhance phosphorus water quality standards to meet the optimum operation conditions of phosphorus treatment process are presented. Alum, FeCl3 as the coagulant used, each with a Jar-Test influent water quality and remaval efficiency of phosphorus treatment process when compared to water quality and removal efficiency of T-P are not a big difference, Alum in the removal efficiency and water quality was the most stable and high coagulant in the case of the removal of CODmn, SS, TN. Alum and Polymer processing efficiency when using the water quality was good and treatment water quality is CODmn 19 mg/L, SS 5 mg/L, TN 26 mg/L, T-P 0.135 mg/L less than water quality standards. If Alum is applied to the field, Alum injection amount per m3 influent unit is 24 g. During the field testing operation period, the influent has average COD mn 27 mg/L, SS 10 mg/L, T-N 22 mg/L, T-P 0.910 mg/L, and the final effluent has average CODmn 22 mg/L, SS 4 mg/L, T-N 20 mg/L, T-P 0.166 mg/L respectively. Average removal efficiency of each water quality item was CODmn 21%, SS 65%, T-N 8%, TP 82% and phosphorus treatment process is effective for the removal of SS and T-P but there is a limit to the removal of CODmn and T-N.

We performed water analysis at the water quality measuring points of Gap Stream and Youdenug Stream to examine the water quality impact by the Youdeung Stream inflow to Gap Stream Lake Park due to moving of movable weir. As analytical results, the SS concentration was found to be high during a rainy season, but during a dry season COD and TP concentrations were found to be high. Especially, the TP was higher after the moving of movable weir. From the measuring results of sediments of Gap Stream Lake Park, the concentration of organic matter due to the decrease of flow rate of water was higher than a non-freshwater period, and the downstream concentration of organic matter was found to be higher than the upstream of Lake Park during a fresh water period. The analytical results of water quality for the inflow of Yudeung Stream for maintaining utility water of Daejeon Stream showed no concentration difference according to the points in organic matters and nutrient salts, but the COD and SS concentrations were found to be partially high in the Okgye Bridge outfall. In case of heavy metals they were not mostly detected, so their effects were not high.

The commission assessment and cost analysis of a measuring rate system of food waste were performed to account a total budget. The selling price of tax clearance was between about 240 wons and 270 wons, a vinyl bag was sold at from about 260 wons to 290 wons, based on a vessel size of 5L. After one year the measured rate system was enforced, the total cost for buying vessels in the Daejeon metropolitan city area was accounted about 720 million wons. Purchasing cost of bar code tax clearance and vinyl bags were decreased to 215 million wons due to the reduction rate, while the selling cost was increased to 328 million wons, compared with the existing cost. Therefore, the total saving cost was 2,639 million wons per year in the city.