420744 A7 B7 經濟部中央標準局員工消费合作杜印製 五 '發明説明（W) 本發明係有關於一種水庫淤泥處理法，尤指一種水資源 可回收且污泥可迅速脫水處理之水庫游泥處理法。 按，台灣水資源奇缺，幸賴政府大力興建各大興建各大 小水庫以儲存水源，方有今日台灣之經濟成就及富強康樂之 社會。 惟，因各個水庫週邊水土保持不良，造成水庫大量淤泥 而嚴重影響其水庫容量，及，以至於供水質優養化不能飲用， 更危及水庫本身之使用壽命。尤以曾文水庫為例，自62年運 作至85年年底’所測得累積辦泥量已高達一億四彳百四十四萬 立方米，其嚴重性可見一斑，且在該水庫受地理環境、水資 源不可流失及廢土不可二次污染等條件限制，及該水庫中淤 積量最大之大壩區于滿水位時，水平面至壩底深度為水平面 下_一倍一十二米之現況下，欲順利進行疏浚工程必須考慮 解決下列二項問題： 壹^如何挖出淤泥積量最大之大壩區域之淤泥以可徹底解決 1水質惡化之問題。 貳、如何在上述限制條件下順利處理廢土，並提高挖泥效率 企使挖泥量能超過平均年回淤量，以達成水庫疏浚之要 求。 而就目前而言，一般水庫係以一挖泥船挖出淤泥，並係 以一適用於水庫之陸上沉緞池處理方式用來處理淤泥，如第 Μ氏張尺度適用中國國家標準（CNS ) A4規格（2丨〇x297公整 (請先閱讀背面之注意事項再填寫本頁) Π 裝 ,ιτ 紙 42^744 A7 B7 k 部 中 A 榇 亊 為 消 鋒 合 作 五、發明説明（二） 〜 一圖所不’亦即，係以—習用之挖泥船1利用-吸泥督心 入水庫中鋪崎雜取概，另—水、社排婦 ς 於泥傳至陸上沉澱池2之最高沉殿池者，並於最高沉殿池 21滿池時齡泥係自然依續往下方之沉殿池溢流，且係利用游 泥其靜態比重差之擠壓效應排出水份’並利用日囉及參透地 層方式使水份赦輯财之目的，㈣魏雜均高時， 則其表層會快逮硬化恤縣水独杨較畢，以至當全 丨，水完畢後其表層硬度更加增高，使得係將該完成脫二 廢i清離現場以伽澱池再使狀後續處理倍加困難，因此 ，廢舊池另IL新池者，但水庫四周可供_土地極為有限， 目前石門水庫即遭遇到此項困擾。 而且’就目前曾文水庫上億立方米之齡泥而言，前揭之 齡泥處理方式’並在各種先天條件限制下，根本無法有效疏 淡曾文水庫，尤其’尚不論於泥之後續處理，僅就目前挖泥 船最深祇能挖除水面下負八十米之淤泥而言，對曾文水庫之 游泥疏涘仍無法解決。 有鑑於斯，本案發明人乃憑藉多年從事相關行業之設計 工程經驗，日以繼業研發而開創出本發明者，期能有效解決 習用之缺失，而達一更盡善盡美者。 本發明之主要目的，係在於提供一種相當適用於一般水 庫疏沒工程運用且有效疏浚之水庫淤泥處理法。 制中國國家轉（CNS) A4· (2IG><297 公釐 j-~~ --- 請 先 閲 背420744 A7 B7 Consumer cooperation of Central Standards Bureau of the Ministry of Economic Affairs of the People's Republic of China Du printed five 'invention description (W) This invention relates to a method for treating sludge in reservoirs, especially a sludge for reservoirs where water resources can be recovered and sludge can be quickly dewatered. Approach. According to the fact that Taiwan's water resources are extremely scarce, it is fortunate that the government has vigorously built large and small reservoirs to store water resources, which is the economic success of Taiwan today and the prosperity and prosperity of the society. However, due to the poor soil and water conservation around the reservoirs, a large amount of silt in the reservoirs has severely affected the reservoir capacity, and the quality of the water supply can not be drunk, and the service life of the reservoirs is endangered. Taking the Zengwen Reservoir as an example, the cumulative mud volume measured from 62 years of operation to the end of 85 has reached 144.44 million cubic meters. The environment, water resources cannot be lost, and waste soil cannot be re-contaminated. When the dam area with the largest amount of siltation in the reservoir is at full water level, the depth from the water level to the bottom of the dam is below the water level. In order to successfully carry out the dredging project, the following two issues must be considered: How to excavate the silt in the dam area with the largest amount of silt to completely solve the problem of water quality deterioration.如何 How to smoothly treat waste soil under the above-mentioned restrictions and improve the efficiency of dredging so that the amount of dredging can exceed the average annual sedimentation volume in order to meet the requirements for reservoir dredging. At present, the general reservoirs are dredged by a dredger, and are treated by an onshore satin pond suitable for the reservoir. For example, the Chinese National Standard (CNS) applies to the M-scale scale. A4 specifications (2 丨 〇x297 mm (please read the precautions on the back before filling in this page) Π installed, ιτ paper 42 ^ 744 A7 B7 k Part A 部 is the anti-collision cooperation V. Description of the invention (2) ~ What is not shown in the picture, that is, the conventional dredger 1 is used to suck the mud and inspect the heart into the reservoir, and the other is the water pump, and the water is discharged to the highest level on the land sedimentation tank 2. Shen Dianchi, and when the highest Shen Dianchi 21 full pond, the age-old mud system will continue to overflow to the Shen Dianchi below, and it will use the squeezing effect of the mud ’s static specific gravity to discharge water. The purpose of permeating the stratum is to make the water forgive the wealth. When the Wei and Wei are all high, the surface layer will quickly catch the hardened county water duyang, and even when the water is full, the surface hardness will increase even after the water is completed. Make the system remove the waste and remove it to the scene to make it more difficult for subsequent processing. Therefore, the old pond is replaced by another new pond, but the available land around the reservoir is extremely limited. The Shimen Reservoir is currently experiencing this problem. And 'for the current Zengwen Reservoir's hundreds of millions of cubic meters of mud, the previous release The ageing mud treatment method 'and the various innate conditions can not effectively dilute the Zengwen Reservoir, in particular,' there is no matter what the follow-up treatment of the mud, only the deepest dredger can only remove minus 80 meters below the water surface. In terms of silt, the dredging and dredging of the Zengwen Reservoir cannot be solved. In view of this, the inventor of this case relied on many years of experience in design and engineering in related industries, and continued to develop the inventor. Effectively solve the lack of custom, and reach a perfection. The main purpose of the present invention is to provide a reservoir sludge treatment method that is quite suitable for general reservoir dredging projects and effective dredging. China National Transfer (CNS) A4 · (2IG > < 297 mm j- ~~ --- Please read the back
_i〇 裝 訂 線 420744 A7 B7 五、發明説明（四） 第七圖.糸本發明之另一透水網之結構示意圖; 第八圖係本發明之透水管之結構示意圖。 圖號說明： 經濟部中央標準局負工消費合作社印製 1 習用挖泥船 443 擋泥牆 11 吸泥管 45 船艏部 12 水、陸上排泥管 5 卸泥區 2 陸上沉澱池 51 長距離輸送帶 21 最高沉淑池 10 挖泥步驟 3 配有MJP之挖泥 20 受泥步驟 船 30 快速脫水步驟 4 受泥.¾船 40 卸泥步驟 41 淤泥脫水裝置 50 運泥步驟 411 透水網 A 污水艙 42 受泥裝置 B 閥門 421 排入口 C 透水管 43 污水清除裝置 C0 出水口 431 小馬力之MJP Cl 被覆層 432管線 C2 過濾層 433 另一出水口 C3 透水層 44 卸泥裝置 C4 内襯鋼線 441鋁輸送帶 D 洩泥閥門 442承裝體 D1 橡膠墊片 本紙張尺度逋用中國國家橾率（CMS > A4規格（210X297公釐） (請先閱讀背面之注意事項再填寫本頁) -裝_ 訂 A7 420744 五、發明说明C5J ^ Λ 首先，敬請參閱第二圖及第三圖，係為本發明之水庫淤 泥處理示意圖及流程圖，本發明概包括一挖泥步驟10、一受 泥步驟20、一快速脫水步驟30、一卸泥步驟40及一運泥步 驟50者；其中，該挖泥步驟10概以一配有習用混氣喷射幫 浦(MJP)之挖泥船3實施挖泥，由於該習知之混氣喷射幫浦係 有挖除水面下負一佰米以下深度淤泥之能力，故上述之挖泥 船3係可能挖除水面下一佰米深度以下之淤泥，再者，該受 泥船步驟20概係以一配有淤泥脫水裝置41之受泥驳船4〇實 施受泥，係可就近承載由該挖泥船3所挖出之淤泥者，又， 該快速脫水步驟30概係藉該受泥驳船4之淤泥脫水裝置41 將所受之淤泥脫水，並使之呈一含水量約30%之污泥者，且 於淤泥脫水完畢所留之污水係可藉由其他管線進入原水庫 中，另’該卸泥步驟40概係由上述受泥驳船4將脫水完畢之 污泥運至卸泥區5實施卸泥，而當卸泥完畢該受泥駁船4係 可回原地繼續受泥者，最後’該運泥步驟5〇概係以該卸泥區 5所設置之長距離輸送帶51，將完成脫水之污泥輸運至出海 口，或用於填築海埔新生地者。 严者’敬請繼硪參閱第四圖，其中，該受泥驳船4概係 由一淤泥脫水鞔置41、一受泥裝置42、一污水清除裝置43 及一卸泥裝置44構成者；而有關船本身具有之其它控制系 統及結構’非本發明之特徵在此不在詳加贅述，其中，該淤 本紙張尺度逋用中國《家橾牟（CNS >从规格（21〇χ297公釐） (諳先聞讀背面之注意Ϋ項再填寫本頁> Μ裝- -訂 經濟部中央標準局貝工消費合作社印袋 A7 420744 五、發明説明（六） 泥脫水骏置41係由受泥裝置42處接受淤泥並實施脫水，且 所脫離之污水係流入其污水艙A中，而該受泥裝置42係由 其排入口 421接受上述之挖泥船3所挖取之淤泥者，又，該 污水清除裝置43係由一較小馬力之混氣喷射幫浦431為中心 者’且係有管線432進入污水艙A中進行強力吸水，並由另 一出水口 433排入原水庫中者，另，該卸泥裝置概係由一鋁 輸送帶441為中心者，且係位於該淤泥脫水裝置41之下方， 而其上係連續設有數個承裝體442以承裝脫完水之污泥，並 於靠近該淤泥脫水裝置41之底部處左右係各設有一擋泥體 443，以防承接污泥時散落出來者，並係可將污泥輪送至船艏 部45卸泥者，最後，本發明中所用之受泥駁船4，係更可在 其卸泥裝置44與污水艙A間加設一閥門B者，係當防範該 卸泥裝置44若尚有附著少量污泥之虞，可由控制該閥門B 使所附著之少量污泥進入污水餘A中，而同污水排入原水庫 中者，尤其，上述之污水餘A與淤泥脫水裝置44係自成一 密閉空間者。 又，請配合參閱第五圖，其中，該淤泥脫水裝置41係由 數個透水網411排列設於四周所構成者(透水網411結構後 述)，而於該等透水網411下方係皆設有一出水口 C0者，以 可將污水排入污水艙A中，另於各艙底部靠近該卸泥裝置44 處係設有一洩泥閥門D者，以平衡控制將以完成脫水之污泥 本紙張尺度適用中國國家梂隼（CNS)A4規格（2!〇Χ297公羞） (锖先聞讀背*之注意事項存填寫本f) ir裝. Μ濟部中央標準局貝工消費合作社印裂 420744 經濟部中央標準局貝工消费合作社印製 A7 B7 _______ 五、發明説明（七） 洩入該卸泥裝置44中，並由該洩泥閥門D下方橡膠墊片D1 之設置，以使洩泥時該洩泥閥門D更可穩定貼於該卸泥裝置 44之擋泥體443上者。 同時，敬請配合參閱第六圖、第七囷及第八囷，其中， 上述之透水網411概係由無數個習用之透水管c所構成者， 且係於其下方設置有一出水口 C0者，各透水管411下端為 排水口，其排水方式分為兩種:一為由下端直接排入污水艙 A，如囷六所示;另一由透水管c所组合之透水網411個體， 其污水匯集於各管下端，並會合下端之排水管c，由透水網 411個體側邊匯集流入污水艙a，如圖七所示;而該透水管c 概被由一外層之被覆層C1、一令層之過濾層C2、一内層之 透水層C3及一内襯鋼線C4所構成者，其概係可將淤泥中水 份透入管中，並由其出水口 C0排入污水餘A中者。另，請 參閲第四圖，其中，該閥門係可控制開啟，以利於當要清洗 該卸泥裝置44時作為排出泥水之用者β 如是，由上揭之方法，當所挖淤泥經由該淤泥脫水裝置 41實施脫水，而當污水餘Α中污水清除完畢時，且更可藉由 該污水清除裝置43中較小之混氣喷射幫浦431協助脫水者， 乃可使所受游泥係呈-含水量約30%之污泥，再由該卸泥敦 置44實施卸泥者，而與習用之方法比較如下： 本紙張AA適用中國國家橾率（CNS )八4胁（21〇χ297公着） (請先閲讀背面之注^^項再填寫本頁) 裝. 訂 線· 420744 A7 B7 經濟部中央標準局員工消费合作社印装 五 、發明説明) ....... i __ _ ^^ 本發明之游泥虚理法 習用之於泥威理法 受泥方式 驳船靠泊挖泥船旁， 排泥管連接駁船上污 泥排入管分别排入各 艙内β 挖泥船用水、陸排泥 管排送至陸地上所連 接之沉澱時。 挖泥效率 排泥管排距短，使挖 泥效率發揮最大。 知泥管排距長，影響 挖泥效率》 脫水方式 污泥排入船艙後，排 出污水經透水網過^ 之水，流入船底污水 艙。 污泥排滿沉澱池後， 水份經日曬及滲透地 層使水份消失。 排水方式 污水艙中積水由抽¥ 幫浦排入水庫。 沉澱池滿溢之污水， 經數序沉澱池溢流， 最後排入排水溝流入 水庫。 回水處理 脫水均在船上完成， 污水經過透水網過濾 後排回水庫，故水源 不會流失。 如沉澱池靠近水庫了 回水流失較少，如在 水庫外則回水全部流 失。 卸泥方法 用艙底鋁輸送帶由船 猶卸出。 待污泥脫水後，用陸 上機具挖出。 經濟效益 船艙脫水設施可循環 使用。 如污泥黏性甚強，而 陸上機具挖掘困難 時，可能另建沉澱 池。 船位運轉 因無排水管牵制，可 靈活移動船位至各計 劃之作業區。 因受水、陸排泥管限 制，僅可在挖泥最大 排距範团内運轉，如 翅出則必須加裝加壓 幫浦。 輝上所述’本發明確為一兼具新穎及實用者，且亦可達 到預期之功效’誠已完全符合專利法有關發明專利申請之規 定’敬請鈞局早日惠准於本案專利，實感德便β ----------:裝一:- (請先閱讀背面之注f項再填tr本頁) 訂 線 本紙悵尺度逋用中國S家橾率（CNS ) A4規格（210X297公兼）_i〇 Binding line 420744 A7 B7 V. Explanation of the invention (IV) Figure 7: Schematic diagram of another pervious network of the present invention; Figure 8 is a schematic diagram of the structure of the pervious pipe of the present invention. Description of drawing number: Printed by the Consumers' Cooperative of the Central Standards Bureau of the Ministry of Economic Affairs 1 Custom dredger 443 Mud wall 11 Suction pipe 45 Stern section 12 Water and land drainage pipe 5 Mud discharge area 2 Land sedimentation pond 51 Long distance Conveyor belt 21 Highest Shenshu pond 10 Dredging step 3 Dredging with MJP 20 Dredging step boat 30 Quick dewatering step 4 Dredging step. ¾ Ship 40 Unloading step 41 Sludge dewatering device 50 Sludge moving step 411 Permeable network A Sewage Tank 42 Mud receiving device B Valve 421 Exhaust inlet C Permeable pipe 43 Sewage removal device C0 Water outlet 431 Small horsepower MJP Cl coating 432 Pipeline C2 Filter layer 433 Another outlet C3 Permeable layer 44 Mud removing device C4 Lined steel wire 441 Aluminum Conveyor Belt D Drain Valve 442 Bearing Body D1 Rubber Gasket This paper uses Chinese national standard (CMS > A4 size (210X297 mm)) (Please read the precautions on the back before filling this page)- Equipment_ Order A7 420744 V. Description of the invention C5J ^ Λ First, please refer to the second and third figures, which are schematic diagrams and flowcharts of silt treatment of the reservoir of the present invention. The present invention includes a dredging step 10 A mud receiving step 20, a rapid dewatering step 30, a mud discharging step 40, and a mud carrying step 50; wherein, the dredging step 10 is a dredging equipped with a conventional mixed gas jet pump (MJP) Dredging of ship 3 is carried out. Because the conventional mixed gas jet pumping system has the ability to remove silt at a depth of less than one hundred meters below the water surface, the above-mentioned dredging ship 3 may be capable of dredging at a depth of one hundred meters below the water surface. The sludge, in addition, step 20 of the mud receiving vessel is carried out by a mud receiving barge 40 equipped with a silt dewatering device 41. The rapid dehydration step 30 is to use the sludge dewatering device 41 of the receiving barge 4 to dewater the received sludge and make it into a sludge with a moisture content of about 30%, and the sewage system left after the sludge dewatering is completed It can be entered into the original reservoir through other pipelines. In addition, the dewatering step 40 is carried out by the above-mentioned mud receiving barge 4 to the mud discharging area 5 to carry out mud discharging, and when the mud discharging is completed, the mud receiving barge Line 4 can return to the original place to continue receiving the mud, and finally 'the mud moving step 50 is based on the 5 unloading areas. The long-distance conveyor belt 51 is set up to transport the dewatered sludge to the estuary, or to fill the new land of Haipu. Strict ones please refer to the fourth picture, in which the barge receiving barge 4 It is composed of a silt dewatering plant 41, a mud receiving device 42, a sewage removal device 43 and a mud unloading device 44; and other control systems and structures of the ship itself are not included here. To add more details, the paper size of this paper uses China's "Home Furnishing (CNS > from the specification (21〇297297 mm)) (First read the note on the back and then fill out this page > -Order the printing bag A7 of the Central Standards Bureau of the Ministry of Economic Affairs, Shellfish Consumer Cooperative, A7 420744 V. Description of the invention (6) The mud dewatering unit 41 receives sludge from the mud receiving device 42 and implements dewatering, and the separated sewage flows into its sewage tank In A, the mud receiving device 42 receives the mud dredged by the above-mentioned dredger 3 from its discharge inlet 421, and the sewage removal device 43 is a mixed gas jet pump 431 with a lower horsepower. The center person 'and the pipeline 432 enters the sewage tank A to strengthen Those who absorb water and discharge into the original reservoir through another water outlet 433. In addition, the mud unloading device is mainly centered by an aluminum conveyor belt 441, and is located below the silt dewatering device 41, and the above is continuous Several receiving bodies 442 are provided to receive the sludge that has been dewatered, and a mud blocking body 443 is provided on the left and right sides near the bottom of the sludge dewatering device 41 to prevent those from falling out when receiving the sludge. The sludge wheel can be sent to the stern 45 for unloading the mud. Finally, the mud receiving barge 4 used in the present invention can be further provided with a valve B between the mud unloading device 44 and the sewage tank A. If there is a risk that the sludge discharge device 44 is still attached to a small amount of sludge, the valve B can be controlled to allow the attached small amount of sludge to enter the sewage residue A and discharge the same sewage into the original reservoir, especially the above-mentioned sewage residue. A and the sludge dewatering device 44 are self-contained enclosed spaces. Also, please refer to the fifth figure, in which the silt dewatering device 41 is composed of a plurality of permeable nets 411 arranged around the perimeter (the structure of the permeable net 411 will be described later). The outlet C0 can discharge sewage into the sewage tank A, and a drain valve D is installed at the bottom of each tank near the unloading device 44 to balance the control of the sludge that will be dewatered. Applicable to China's National Standards (CNS) A4 (2! 〇 × 297 public shame) (Notes on the first read and read back * please fill in this f) ir. Printed by the Central Standards Bureau Shellfish Consumer Cooperative A7 B7 _______ V. Description of the Invention (7) Drained into the dredging device 44 and the rubber gasket D1 under the dredging valve D is set so that The mud discharge valve D can be stably attached to the mud retaining body 443 of the mud unloading device 44. At the same time, please refer to Figures 6, 7 and 8 for cooperation. Among them, the above-mentioned permeable network 411 is composed of numerous conventional permeable pipes c, and a water outlet C0 is set below it. The lower end of each permeable pipe 411 is a drainage port, and its drainage methods are divided into two types: one is directly discharged into the sewage tank A from the lower end, as shown in Figure 26; and the other is the permeable mesh 411 individual combined by the permeable pipe c. Sewage is collected at the lower end of each pipe and merges with the drainage pipe c at the lower end, which is collected into the sewage tank a by the side of the permeable mesh 411 individual, as shown in Figure 7. The permeable pipe c is covered by an outer coating C1, a The filter layer C2 of the order layer, a water-permeable layer C3 of the inner layer, and a steel line C4 of the inner layer are generally those that can penetrate the water in the sludge into the pipe and discharge it into the sewage A through the water outlet C0. . In addition, please refer to the fourth figure, in which the valve can be controlled to open, so as to facilitate the use of mud water discharge when the mud unloading device 44 is to be cleaned. Β If yes, the method disclosed above, when the dredged mud passes through the The sludge dewatering device 41 performs dehydration, and when the sewage in the sewage residue A has been removed, and the smaller mixed gas jet pump 431 in the sewage removal device 43 can be used to assist the dehydration, the affected mud system can be affected. The sludge with a water content of about 30%, and then the sludge removal by 44 to carry out the sludge removal, and compared with the conventional method is as follows: This paper AA is applicable to China's national sludge rate (CNS) Ya 4 threat (21〇χ297 (Public) (Please read the note ^^ on the back before filling out this page). Binding. 420744 A7 B7 Printed by the Consumer Cooperatives of the Central Standards Bureau of the Ministry of Economic Affairs 5. Description of the invention) ... i __ _ ^^ The mud swelling virtual method of the present invention is used in the mud swelling method for barge mooring next to the dredger. The sludge pipe is connected to the sludge discharge pipe on the barge and discharged into each cabin. Β Dredger water, The land drain pipe is discharged to the sediment connected on the land. Dredging efficiency The short drainage distance of the dredging pipes maximizes dredging efficiency. Knowing the long discharge distance of the mud pipe affects the dredging efficiency. "Dewatering method After the sludge is discharged into the cabin, the discharged sewage passes through the pervious network and flows into the bottom sewage tank. After the sludge fills the sedimentation tank, the water disappears through the sun and penetrates the formation. Drainage method The accumulated water in the sewage tank is discharged into the reservoir by pumping ¥. The overflowing sewage from the sedimentation tank overflows through the sedimentation tank in sequence, and finally drains into the drainage ditch and flows into the reservoir. Backwater treatment Dewatering is done on board. Sewage is filtered back to the reservoir after being filtered through a pervious network, so water will not be lost. If the sedimentation tank is close to the reservoir, the return water will be lost less, and if it is outside the reservoir, all the return water will be lost. Unloading method The bilge aluminum conveyor belt is used for unloading from the ship. After the sludge is dehydrated, it is dug out with a land-based implement. Economic benefits The cabin dewatering facility can be recycled. If the sludge is very sticky and the onshore equipment is difficult to dig, a sedimentation tank may be built. Ship position operation As there is no drainage pipe restraint, the ship position can be flexibly moved to the planned operation area. Due to the limitation of water and land drainage pipes, it can only be operated within the range of maximum dredging distance. If the fins are out, a pressurized pump must be installed. The above-mentioned "The invention is indeed a novelty and utility, and can also achieve the expected effect" "Has fully complied with the provisions of the Patent Law concerning the application for invention patents" Deben β ----------: Pack one:-(please read the note f on the back side and fill in tr page) (210X297)