公开(公告)号：KR100285016B1

公开(公告)日：2001-03-15

申请号：KR1019980010402

申请日：1998-03-26

Applicant: 김학로

Inventor： 후구나가도시오 ,  노자와모 ,  김학로

IPC: C02F3/30 ,  C02F1/52 ,  C02F3/02

Abstract: 이 발명은 환경오염원으로서 큰 부분을 차지하는 사람의 분뇨 및 가축의 분뇨 등 기타 고농도 유기성 오·폐수를 액상 부식법의 처리과정에서 처리되지 않는 TN, TP, BOD, COD 제거 수질검사기준에 적합한 처리수가 되고 여기에서 발생된 탈수 케이크는 양질의 유기비료로 만들어 유기농법이나 토양개량제로 재활용하도록 하는 액상부식법에 의한 고농도 유기성 오·폐수의 TN, TP, COD 제거방법 및 퇴비화 방법에 관한 것으로
유입된 유기성 오·폐수를 일정기간 동안 액상부식조내에 체류시키면서 반응시키므로 유입수량, 수질 등의 부하 변동에 민감하지 않고
고농도 유기성 오·폐수를 일정기간 동안 폭기하여 함유된 각종 오염물질을 산화분해시키고 일정시간 동안 수중 교반하는 동시에 산화질소 또는 질소가스로 환원시켜 대기중에 방출한 후 다음공정으로 이송하여 PH조정과 응집제를 투입 응집반응시켜 TP와 잔존 COD를 제거하고 멸균처리 방류하는 과정을 1일 주기로 반복하도록 하는 것이다.

公开(公告)号：KR100249349B1

公开(公告)日：2000-04-01

申请号：KR1019980010397

申请日：1998-03-26

Applicant: 김학로

Inventor： 후구나가도시오 ,  노자와모 ,  김학로

IPC: F23G5/00

Abstract: 이 발명은 유동상 소각로에 관한 연소제어 및 다이옥신(Dioxin)류 발생억제와 제거에 관한 것으로 유동상로 내의 모래(규사) 등의 유동매체를 넣고 로의 하부에서 블로워에 의해 공기를 분산판을 통하여 보내면 풍압에 의해 유동사의 상태가 변하게 되는데 3단계로 구분된다.
유동상 소각로에 있어서 온도검출센서, 산소검출센서, 압력검출센서, 명암도 검출센서, 투입량 검출센서 등을 이용 설정된 최적의 조건으로 도시폐기물 또는 산업폐기물을 소각할 수 있도록 하기 위하여 각각 검출된 값에 따라 즉시 대응 제어하는 마이콤, 상기 마이콤 제어하에 전력펄스 신호를 출력하는 인터페이스로부터 인가되는 전력 펄스 신호에 따라 정해진 각각의 제어시스템을 운영하는 것이다.

公开(公告)号：KR1020020082166A

公开(公告)日：2002-10-30

申请号：KR1020020051284

申请日：2002-08-28

Applicant: 김학로

Inventor： 김학로 ,  후구나가도시오 ,  노자와모

IPC: C02F9/14

Abstract: PURPOSE: A process for removing nitrogen and phosphorus in advanced treatment of livestock wastewater and excrements is provided to biologically remove varieties of pollutants such as nitrogen and phosphorus causing eutrophication of lakes and marshes, rivers and the sea, and a sludge reduction system thereof is provided. CONSTITUTION: In a method for removing nitrogen and phosphorus in advanced treatment of livestock wastewater and excrements, and a sludge reduction system thereof, the advanced treatment method of livestock wastewater and excrements comprises a first treatment process of pretreating livestock wastewater and excrements, wherein collected wastewater is injected into a hopper(101) and passes through a screen(102) and a grit chamber(103), the wastewater passing the screen(102) and the grit chamber(103) is solid-liquid separated in a centrifugal separator(104) and injected into a storage tank(105); a second treatment process in which a certain amount of the homogenized wastewater is transferred from the storage tank(105) to a pre-liquid humus tank(106), a certain amount of wastewater passing the pre-liquid humus tank(106) is flown into a principal liquid humus tank(107) for performing biological aerobic/anoxic reaction before some of the wastewater is circulated into the pre-liquid humus tank(106); a third treatment process in which the wastewater completing biological reaction in the liquid humus tanks(106,107) is transferred to a mixing tank(108) where it is stored for a certain period of time, the wastewater passing the mixing tank(108) is transferred into a coagulation tank(109) for chemical precipitation treatment of impurities, a wastewater from the coagulation tank(109) is solid-liquid separated in a dehydrator(110); and a fourth treatment process in which the wastewater solid-liquid separated in the dehydrator(110) is supplied into a neutralization tank(101) for pH adjustment, suspended solids are removed from the pH adjusted wastewater in an up flow type filter(112), various pollutants are removed from the suspended solid removed water in a bio contact filter tank(113), pollutants are removed from a disk filter(114) on which a microfilter is mounted, the water passing the disk filter(114) is transferred to an ozone contact tank(115) for sterilization and COD removal, and a resulting water is supplied into an activated carbon adsorber(116) for advanced treatment of colors and pollutants such as heavy metals before being finally discharged through an effluence tank.

Abstract translation: 目的：提供先进的家畜废水和排泄物处理中的氮磷消除过程，以生物去除各种氮，磷等污染物，造成湖泊，河流，海洋富营养化，并提供污泥还原系统 。 构成：畜禽废水和排泄物的先进处理中除氮和磷的方法及其污泥减排系统，畜禽粪便和排泄物的先进处理方法包括对牲畜废水和排泄物进行预处理的第一个处理过程，其中收集的废水 被注入料斗（101）并通过筛网（102）和砂粒室（103），通过筛网（102）和砂粒室（103）的废水在离心分离器（104）中被固液分离 ）并注入储罐（105）中; 将一定量的均质废水从储罐（105）转移到预液体腐殖质罐（106）的第二处理过程中，流过预液体腐殖质罐（106）的一定量的废水飞行 进入主要液体腐殖质罐（107），用于在一些废水循环到预液体腐殖质罐（106）之前进行生物需氧/缺氧反应; 将在液体腐殖酸罐（106,107）中完成生物反应的废水转移到储存一定时间的混合罐（108）的第三处理过程中，经过混合罐（108）的废水被转移 进入用于化学沉淀处理杂质的凝结罐（109）中，来自凝固罐（109）的废水在脱水器（110）中被固液分离; 以及第四处理过程，其中在脱水器（110）中分离的废水固液被供应到用于pH调节的中和罐（101）中，悬浮固体从上流式过滤器（112）中的pH调节废水中去除， 在生物接触式过滤罐（113）中从悬浮固体除去的水中除去各种污染物，从其上安装有微过滤器的盘式过滤器（114）除去污染物，通过盘式过滤器（114）的水被转移到 用于灭菌和COD去除的臭氧接触罐（115），并且将所得水供应到活性炭吸附器（116）中，用于在最终通过流出池排出之前对重金属等颜色和污染物进行高级处理。

公开(公告)号：KR100285015B1

公开(公告)日：2001-03-15

申请号：KR1019980010403

申请日：1998-03-26

Applicant: 김학로

Inventor： 후구나가도시오 ,  노자와모 ,  김학로

IPC: C02F3/08 ,  C02F3/12

Abstract: 이 발명은 생활하수를 회전원판법(RBC process) 원리에 의한 원판을 이용 미생물의 생물막을 원판표면에 형성시켜 오염된 생활하수가 미생물에 정화되어 수질검사 기준에 적합한 수질이 되고, 고액 분리된 슬럿지(Sludge)는 토양개량제 또는 양질의 유기질 비료가 되도록 하는 회전원판법에 있어서 하수 및 오폐수의 질소(N), 인(P) 제거방법에 관한 것이다.
종래법으로 처리가 되지 않던 질소(N), 인(P)을 손쉽게 제거하여 공업용수 또는 농업용수로 재활용할 수 있게 하고
처리시설의 간소화를 도모하여 시설비, 관리비등을 절감하여 국가재정 및 농촌소득증대에 기여하는 것을 목적으로 한다.

公开(公告)号：KR100267146B1

公开(公告)日：2001-01-15

申请号：KR1019980010398

申请日：1998-03-26

Applicant: 김학로

Inventor： 후구나가도시오 ,  노자와모 ,  김학로

IPC: F23G5/00

Abstract: PURPOSE: A method for controlling combustion and a method for removing dioxin in a stoker incinerator is provided to control the density of oxygen and the fluctuation of displacement and to prevent exhaust of unburned gas. CONSTITUTION: A method for burning refuse in a stoker incinerator uses an automatic controlling system comprising a measuring equipment including a detecting sensor for temperature, density of oxygen, brightness, quantity of input of refuse, and thickness and a control device(19) adjusting temperature, the drive speed of grate, the feed rate of air, or the feed rate of refuse and then keeping the detecting value as the preset value according to the signal of power pulse. The exhaust gas caused by combustion is fed to the temperature-sensing tower and cooled instantaneously and then treated with adsorbent.

公开(公告)号：KR100403850B1

公开(公告)日：2003-11-05

申请号：KR1020020051284

申请日：2002-08-28

Applicant: 김학로

Inventor： 김학로 ,  후구나가도시오 ,  노자와모

IPC: C02F9/14

Abstract: PURPOSE: A process for removing nitrogen and phosphorus in advanced treatment of livestock wastewater and excrements is provided to biologically remove varieties of pollutants such as nitrogen and phosphorus causing eutrophication of lakes and marshes, rivers and the sea, and a sludge reduction system thereof is provided. CONSTITUTION: In a method for removing nitrogen and phosphorus in advanced treatment of livestock wastewater and excrements, and a sludge reduction system thereof, the advanced treatment method of livestock wastewater and excrements comprises a first treatment process of pretreating livestock wastewater and excrements, wherein collected wastewater is injected into a hopper(101) and passes through a screen(102) and a grit chamber(103), the wastewater passing the screen(102) and the grit chamber(103) is solid-liquid separated in a centrifugal separator(104) and injected into a storage tank(105); a second treatment process in which a certain amount of the homogenized wastewater is transferred from the storage tank(105) to a pre-liquid humus tank(106), a certain amount of wastewater passing the pre-liquid humus tank(106) is flown into a principal liquid humus tank(107) for performing biological aerobic/anoxic reaction before some of the wastewater is circulated into the pre-liquid humus tank(106); a third treatment process in which the wastewater completing biological reaction in the liquid humus tanks(106,107) is transferred to a mixing tank(108) where it is stored for a certain period of time, the wastewater passing the mixing tank(108) is transferred into a coagulation tank(109) for chemical precipitation treatment of impurities, a wastewater from the coagulation tank(109) is solid-liquid separated in a dehydrator(110); and a fourth treatment process in which the wastewater solid-liquid separated in the dehydrator(110) is supplied into a neutralization tank(101) for pH adjustment, suspended solids are removed from the pH adjusted wastewater in an up flow type filter(112), various pollutants are removed from the suspended solid removed water in a bio contact filter tank(113), pollutants are removed from a disk filter(114) on which a microfilter is mounted, the water passing the disk filter(114) is transferred to an ozone contact tank(115) for sterilization and COD removal, and a resulting water is supplied into an activated carbon adsorber(116) for advanced treatment of colors and pollutants such as heavy metals before being finally discharged through an effluence tank.

Abstract translation: 目的：提供一种在畜禽废水和粪便的深度处理中去除氮和磷的过程，以生物去除各种污染物，如氮和磷，引起湖泊和沼泽，河流和海洋的富营养化，并提供其污泥减量系统 。 本发明涉及一种牲畜废水和粪便的深度处理方法，该方法包括对畜禽废水和粪便进行预处理的第一处理过程，其中收集的废水 （102）和沉砂池（103）中，通过筛（102）和沉砂池（103）的废水在离心分离器（104）中被固液分离 ）并注入储罐（105）中; 第二处理过程，其中将一定量的均化废水从储罐（105）转移至预液腐殖质池（106），通过预液腐殖质池（106）的一定量的废水流过 （107）中，用于在一些废水循环进入液体前腐殖质池（106）之前进行生物好氧/缺氧反应; 第三种处理过程，其中液体腐殖质池（106,107）中的废水完成生物反应被转移到混合槽（108）中，在那里存储一段时间，通过混合槽（108）的废水被转移 进入用于化学沉淀处理杂质的凝结罐（109）中，凝结罐（109）中的废水在脱水器（110）中被固液分离; 以及第四处理工序，其中将在脱水器（110）中分离的废水固液供应到中和槽（101）中以进行pH调节，在上流式过滤器（112）中从pH调节废水中除去悬浮固体， 从生物接触过滤罐（113）中的悬浮固体去除水中去除各种污染物，从安装有微过滤器的盘式过滤器（114）去除污染物，将通过盘式过滤器（114）的水转移到 用于消毒和COD去除的臭氧接触罐（115），并且将生成的水供应到活性炭吸附器（116）中，以在颜色和污染物（例如重金属）的最终处理之前最终通过流出罐排出。

公开(公告)号：KR1020030003190A

公开(公告)日：2003-01-09

申请号：KR1020020077528

申请日：2002-12-06

Applicant: 김학로

Inventor： 김학로 ,  후구나가도시오 ,  노자와모

IPC: B09B1/00

CPC classification number: Y02W30/32

Abstract: PURPOSE: A sanitary landfill early stabilization method and a construction method of vertical leachate barrier according to the same are provided to effectively and promptly decompose wastes and contaminants in a landfill within a short time using new strain microorganisms having superior decomposition power and prevent outflow of leachate by using the vertical leachate barrier. CONSTITUTION: In a sanitary landfill early stabilization method and a construction method of vertical leachate barrier according to the same, the sanitary landfill stabilization method comprises the steps of injecting at least one or more strains selected from the group consisting of new strain microorganism Bacillus khr-10-mx, Cellulomonas khr-15-mx and composite strain khr-5-mx in an amount of 50 to 1000 g/hr per one air supply/exhaust tube well(11) by connecting compressor unit(12), booster unit(14), new strain and nutrients supply unit(16) and gas treatment unit(17) to air supply/exhaust tube wells(11) having a waste landfill depth after dividing the sanitary landfill into a certain cell; adjusting injection composition for the nutrients so that a ratio of TOC:TKN:P is 100:10 to 5:5 to 1; rapidly stabilizing dominant activation of the new strain microorganisms by maintaining pressure of air in the sanitary landfill to 0.05 to 0.5 bar; and safely treating LFG in the gas treatment unit(17) by passing LFG produced in the stabilization step through a condenser(13), wherein a controller automatically controls the compressor unit(12), booster unit(14), new strain and nutrients supply unit(16) and gas treatment unit(17) according to values detected from a sensor of a sanitary landfill monitoring tube well(15), and the construction method of vertical leachate barrier comprises the steps of installing a sanitary landfill surface sealing sheet(19) for excluding rainwater from the sanitary landfill; and selectively installing sheet pile or grouting pile as the vertical leachate barrier(18) for blocking outflow of leachate.

Abstract translation: 目的：提供一种卫生填埋场早期稳定化方法及其垂直渗滤液屏障施工方法，能够在短时间内有效地快速分解垃圾填埋场的废物和污染物，使用具有优异分解力的新菌株微生物，防止渗滤液流出 通过使用垂直渗滤液屏障。 构成：在卫生填埋场早期稳定化方法和垂直渗滤液屏障的施工方法中，卫生填埋稳定化方法包括注入至少一种以上选自下组的菌株：新菌株微生物芽孢杆菌khr- 10升，Cellulomonas khr-15-mx和复合菌株khr-5-mx，通过连接压缩机单元（12），增压器单元（12），每个供气/排气管井（11）的数量为50-1000g / 14），将卫生填埋场分解为某个单元后，具有废弃物填埋深度的供气/排气管井（11）的新的应变和营养供应单元（16）和气体处理单元（17） 调节营养成分，使TOC：TKN：P的比例为100：10〜5：5〜1; 通过将卫生填埋场中的空气压力维持在0.05至0.5巴，快速稳定新菌株微生物的显性活化; 并且通过使在稳定化步骤中产生的LFG通过冷凝器（13）来安全地处理气体处理单元（17）中的LFG，其中控制器自动控制压缩机单元（12），增压器单元（14），新应变和营养供应 单元（16）和气体处理单元（17），根据从卫生填埋监测管井（15）的传感器检测到的值，垂直渗滤液屏障的施工方法包括以下步骤：安装卫生填埋表面密封片 ）从卫生填埋场排除雨水; 并选择性地安装板桩或灌浆桩作为垂直渗滤液屏障（18），用于阻止渗滤液的流出。

公开(公告)号：KR1020020092297A

公开(公告)日：2002-12-11

申请号：KR1020020068964

申请日：2002-11-07

Applicant: 김학로

Inventor： 김학로 ,  후구나가도시오 ,  노자와모

IPC: C02F3/12 ,  C02F3/02

CPC classification number: Y02W10/15

Abstract: PURPOSE: A sequencing batch reactor process for treating sewage/wastewater with decreased sludge production is provided, which is characterized in that sludge volume of sequencing batch reactor is maintained regularly by self-oxidation and solubilization of sludge. And sludge is recycled as carbon source. CONSTITUTION: The system includes first step for removing adulteration of sewage/wastewater by screen(10); second step for removing micro material or remaining adulteration by grit chamber(12); third step for mixing and controlling flowrate of sewage/wastewater; forth step for biological reaction of wastewater in a pre-sequencing batch reactor(14) and a primary sequencing batch reactor(15); fifth step for settling sludge for 30-60 minutes; sixth step for discharging supernatant water for 30-60 minutes by decanter; seventh step for idling for 3 to 5 minutes; eighth step for filtering micro suspended solids of supernatant water; ninth step for disinfection and discharging treated water; tenth step for solubilization of sludge in solubilization tank(17); and eleventh step for supplying solubilized sludge into the pre-sequencing batch reactor(14) and the primary sequencing batch reactor(15) as carbon source.

Abstract translation: 目的：提供污泥生产污泥处理污水/废水处理的间歇式反应器，其特点是定期间歇反应器的污泥体积通过污泥的自氧化和溶解而定期维持。 污泥作为碳源被回收利用。 规定：该系统包括通过屏幕（10）清除污水/废水掺假的第一步; 用于去除微细物质或由砂砾室（12）残留掺假的第二步骤; 混合和控制污水/废水流量的第三步; 第一步骤是在预排序间歇反应器（14）和初级顺序间歇反应器（15）中废水的生物反应; 污泥沉降30-60分钟的第五步; 通过滗析器排放上清液30-60分钟的第六步; 第七步空闲3到5分钟; 过滤微悬浮固体上清液的第八步骤; 消毒和排放处理水的第九步; 在溶解罐（17）中溶解污泥的第十步骤; 和第十一步骤，用于将可溶性污泥供应到预排序间歇反应器（14）和作为碳源的初级测序间歇反应器（15）中。

公开(公告)号：KR1020020081165A

公开(公告)日：2002-10-26

申请号：KR1020020051288

申请日：2002-08-28

Applicant: 김학로

Inventor： 김학로 ,  후구나가도시오 ,  노자와모

IPC: G01M3/00

Abstract: PURPOSE: A system for detecting water leakage and damaged position of water cut sheet and repair and maintenance method is provided to prevent environmental contamination by rapidly detecting and repairing the damaged portion of water cut sheet. CONSTITUTION: A system comprises a single liner(8) or a double liner arranged onto a water cut layer constructed on the ground of a waste disposal area; a constant current feed unit(1); a first feeder electrode(2) and a second feeder electrode for feeding the current supplied from the constant current feed unit, to the water cut sheet and a protection layer(23) of the waste disposal area; sensors(6) interposed between the single liner and the double liner, and which are operated by the current supplied from the constant current feed unit and generate electric potentials in response to the water leaking through the damaged portion of the single liner or the double liner; a control box(4) connected to sensors through a cable(5), and which checks electric potentials of sensors; and a host computer(21) having an Internet scripter and a user graphic interface for displaying the damaged position of the water cut sheet of the water disposal area. An automatic alarm system operates immediately upon occurrence of damage to the water cut sheet or layer, so as to generate an alarm to the host computer and a terminal of an administrator. The detected data is transmitted, in a real time basis, to the host computer and stored therein.

Abstract translation: 目的：通过快速检测和修复水切片的损坏部分，提供了一种检测漏水和损坏位置的维修和保养方法，以防止环境污染。 构成：一个系统包括一个排列在废物处理区的地面上的水切割层上的单层衬套（8）或双层衬套; 恒流馈电单元（1）; 用于将从恒流供给单元供给的电流供给到水切割片和废弃物处理区域的保护层（23）的第一供电电极（2）和第二供电电极; 传感器（6）插入在单个衬垫和双衬垫之间，并且由从恒定电流馈送单元提供的电流操作，并且响应于通过单个衬垫或双衬垫的损坏部分泄漏的水而产生电势 ; 通过电缆（5）连接到传感器并且检测传感器的电位的控制箱（4） 以及具有互联网抓地器和用户图形界面的主计算机（21），用于显示水处理区域的水切片的损坏位置。 自动报警系统在出现水切割片或层的损坏时立即操作，从而对主机和管理员的终端产生报警。 检测到的数据被实时地传送到主计算机并存储在其中。

公开(公告)号：KR1020020077850A

公开(公告)日：2002-10-14

申请号：KR1020020051286

申请日：2002-08-28

Applicant: 김학로

Inventor： 김학로 ,  후구나가도시오 ,  노자와모

IPC: B09B1/00 ,  B09C1/10

CPC classification number: Y02W30/32 ,  B09B1/00 ,  E02D31/008

Abstract: PURPOSE: A method for the rapid stabilization of landfill site and vertical linear system for the same are provided to prevent leachate overflow by vertical linear system and increase decomposition rate of wastes and chemical compounds by using strain microorganisms, thus stabilize sanitary landfill site in a short period of time. CONSTITUTION: The method includes the steps of dividing a landfill site into several landfill zone to install air supply/leachate drainage wells(11); injecting at least one strain microorganisms selected from the group consisting of Bacillus khr-10-mx, Cellulomonas khr-15-mx, khr-5-mx in an amount of 50 to 1000 mg/L· day per an air supply/leachate drainage well; adjusting nutrients ratio inside landfill site (TOC : TKN : P is 100 : 10 to 5 : 5 to 1); and transferring land fill gas (LFG) generated from above rapid stabilization process through a condenser(13) to a gas treatment device(17). The vertical linear system comprises a cover sheet(19) for sealing the surface of landfill site from atmosphere to maximize air supply efficiency; a rainwater drainage system; and sheet piles or grouting piles.

Abstract translation: 目的：提供一种快速稳定填埋场和垂直线性系统的方法，以防止垂直线性系统渗滤液溢出，并通过应用微生物增加废物和化合物的分解速率，从而在短时间内稳定卫生填埋场 一段的时间。 规定：该方法包括将垃圾填埋场分为几个填埋区，安装供气/渗滤液排水井（11）。 每供气/渗滤液排出注射至少一种选自以下的菌株微生物：芽孢杆菌khr-10-mx，Cellulomonas khr-15-mx，khr-5-mx，剂量为50至1000mg / L·天 好; 调整填埋场内的营养比例（TOC：TKN：P为100：10〜5：5〜1）; 以及将通过冷凝器（13）从上述快速稳定化过程产生的填埋气体（LFG）转移到气体处理装置（17）。 垂直线性系统包括用于将填埋场的表面与大气密封的覆盖片（19），以最大限度地提高空气供应效率; 雨水排水系统; 和桩桩或灌浆桩。