200839061 九、發明說明： 【發明所屬之技術領域】 . 本發明係關於一種多支流河川的整治方法，尤指一種配 合海水潮沙以及利用可受控制的蓄水區、水壩進行河川整治， 令所排出海洋的污水及於泥不會回流至河川内。 【先前技術】 按，台灣的地形東西窄而南北長，又河川多是採東西涂 向’因此河;丨丨具有絲短落差大的特色，而河刺上游處因^ 地勢高水流快而具有較強的侵蝕力，往往夾帶大量的泥沙順》；； 而下，當碓至下游時則因地勢平坦水流緩慢造成泥沙大量齡 使/可床抬尚縮減河川的總容水量，又因山坡地過度開發水土 持不良每當大雨過後更是將大量的泥沙沖刷至河川下游，使^ 沙於積的情況更加嚴重，因此河川容易因豪大雨暴漲而造水 y再者，河;|丨下游鱗平此河錢魏慢，因此河水的 篁低使生物及微生物無法生存，造成河川喪失自淨的功能 ;^台灣工商業發達、人口密#’工業廢水以及民生廢水多 3排2河川内，並且河川所排出料的污水於海洋漲潮之時 ίϊΓιΐ可道内’在日積月累之下將使河水發臭，雖然近年 ΐίίίϊ抬'相關的整治工程經年進行，所花費的金錢更 疋屬从#，但疋娜以改善河水污細及河道騎等問.題。 、尸、|、^^本發日狀有胁—般河)丨丨縣钱轉未能改善盆 谢摘’於是致力研究整治河_綠，而有申 4 12938號「河川污驗財法」提出巾請，盆能有 所排出海洋的污水不因海水漲潮回流至河川，並且獲 传鈞局認可給予專利之肯定。 冷至ΐ、ΓΓ河職时_實可以令触料辦水不會回 案的方法主要是在河道内設置多個蓄水區間， 使河的海水’於退潮時釋放該蓄水區間内的水， 丨的水W雨急’而能將污水沖刷至較外海處，使下一次漲 5 200839061 潮時不會回流至河川内，以此種方式進行者該蓄水區間必 積大量的海水才可，該蓄水區間的數量必定相當多，管理^畜 不易，並且若蓄水區間設置於遠離河道的位置，勢必不办|為 蓄潔淨的海水，但若蓄水關僅設置於鄰近織=積 量小，將使該方法的效果大為降低。 μ畜水 法 本發明人另有申請第91115906號「多支流河川的整％ 、’該案主要是針對多支流體系的河川所設計，不適用=〜 般河川的整治，並且其同樣也會有蓄水區間需設置於鄰近出 口處的問題。200839061 IX. Description of the invention: [Technical field to which the invention pertains] The present invention relates to a method for rectifying a multi-branched river, in particular to a combination of seawater tidal sand and the use of a controlled water storage area and a dam for river remediation, The sewage discharged from the ocean and the mud will not flow back into the river. [Prior Art] According to Taiwan, the terrain of Taiwan is narrow and the north and south are long, and the rivers are mostly painted to the 'then river; the scorpion has the characteristics of short and large gap, while the upper part of the river thorn has high groundwater flow. Strong erosive force often entrains a large amount of sediments;; while, when the raft reaches the downstream, the flat water flow is slow due to the slow flat flow, and the bed can still reduce the total water capacity of the river. Over-exploitation of hillsides, water and soil is poor. When heavy rains, a large amount of sediment is washed down to the lower reaches of the river, making the situation of sand accumulation more serious. Therefore, rivers are easy to make water due to heavy rain and heavy y, river; The downstream scales are flat and the river is slow, so the declining rivers make the organisms and microorganisms unable to survive, resulting in the loss of self-purification of the rivers; ^ Taiwan's industrial and commercial development, dense population #' industrial wastewater and people's livelihood wastewater more than 3 rows 2 rivers, And the sewage discharged from the river is at the time of the rising tide of the ocean. ϊΓ ΐ ΐ ΐ ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' Money is more from the #, but Dina to improve the river water pollution and river riding, etc.. , corpse, |, ^^ The hair of the hair has a threat-like river.) The county has not been able to improve the pottery. It is committed to research and rectification of the river _ green, and there is Shen 4 12938 "the river pollution test method" If you want to bring out the towel, the sewage that can be discharged from the ocean will not return to the river due to the rising tide of the seawater, and it will be recognized by the Bureau of Approval. The method of cold to ΐ, ΓΓ河职 _ can make the water supply not to return to the case is mainly to set up multiple water storage zones in the river, so that the river's seawater 'releases water in the water storage zone at low tide The water of the 丨 W 雨 雨 而 而 而 而 而 ' ' ' ' ' ' 冲 冲 冲 冲 冲 冲 冲 冲 冲 冲 冲 冲 冲 冲 冲 冲 冲 冲 冲 冲 冲 冲 2008 2008 2008 2008 2008 2008 2008 2008 2008 2008 2008 2008 2008 2008 2008 2008 2008 The number of water storage sections must be quite large, and it is not easy to manage the livestock. If the water storage section is set at a position away from the river, it is bound to be done. It is a clean seawater, but if the water storage is only set in the adjacent weave = volume Small, the effect of the method will be greatly reduced. μ The animal water method The present inventor has additionally applied for the whole of the multi-stream river in the 11th 151, 906, 'the case is mainly designed for the river of the multi-tributary system, and is not applicable to the rectification of the river, and it will also have The water storage interval needs to be set near the exit.
該兩種方式若將蓄水區間設置於河道兩侧的陸地上， 是會有土地徵收的問題產生，因此實施上並不容易。 μ 【發明内容】 法， 水， 本發明主之目的主要係進一步改良所述的河川整治 使設置於鄰近出海口處的蓄水區間可儲存大量的潔 解決蓄水不足的問題。 、’ 為達到上述目的，本發明者提供一種新的整治河川的方 法，ΐ主要係在河川内建築一河堤，用以將一河川的河道分隔 為一第一河道與一第二河道，並且於第二河道出口設置一河口 水門，於河堤上設置複數水門，使第二河道可於漲潮時開啟河 口水門引入潔淨海水進入儲存，於退潮時，開啟河堤上之水 =，使高水位的第二河道内之海水往低水位的第一河道流動， 藉以沖激第一河道，使污水排出更外海處。 、藉由上述方式，該第二河道可積蓄足夠之潔淨海水，於 沖刷k使污水可排出更外海處’於漲潮時部會回流至河道内， 可排除將蓄水區間設置於陸地上的問題，使潔淨河川的效果更 卓越。 【實施方式】 以下遂結合附圖進一步說明本發明主要的技術特徵。 請參閱第一圖所示，本發明主要係在河川丄内，由出海 6 200839061 口處設置「河堤1 3 ’使河川1被區隔為具有-第一河道i工 與-弟-/可道1 2，並且於第二河道1 2的-第二河道出口 1 置Γ河口水門1 2 1，該河堤1 2上設置有複數個水 門1 3 1，备該水門1 3 1開啟時，可使第一河道丄丄與第二 河道12互通，該第一河道11則維持河川正常運作。 本發明之整治河川方法一排水步驟，係於海水退潮至最 低水位關閉河口水門1 2 1與河堤工3上之所有水門工3 1封閉第二河道，此時第一河道工i與第二河道丄2均位於低 水位，一取水，驟，於海水漲潮時，該污水會回流至第一河道 肇 1 1内，參閱第二圖所示，並且於漲潮至最高水位時，開啟第 二河道1 2的河口水門1 2 1，由於第二河道丄2的水位遠低 於，水水位，因此潔淨的海水會被自動引入第二河道1 2内直 至第二河道12的水位與海水水位齊高後再關閉河口水門工 2 1。 請參閱第三圖所示，一潔淨步驟，當海水再次退潮時， 該第一河道1 1内的河水連同污水被排入海洋内，當退潮至最 低水位時，開啟位於河堤i 3上的水門i 3 i (此時河口水門 1 2 1關閉），由於第二河道1 2的水位高於第一河道卫工水 位’故預先儲存於第二河道12的潔淨海水可經由水門丄3工 響 注入第一河道11内，此時由於第-河道11與第二河道工2 的水位落差相當大，因此蓄留於第二河道i 2的潔淨海水會迅 速的流向低水位的第-河道i!，使第一河道i i產生滿急的 水流，並且注入第一河道11的海水沖刷污水一併經由第一河 道出口 1 1 0排出外海，如此配合海水潮汐反覆實施本發明之 - 整治河川的方法，就可逐漸潔淨河川内的河水。 其主要是將潔淨的海水引入河川内，並且該引入的潔淨 海水在相較於河川污染較嚴重的區域的較上游處蓄留，當^潮 至最低潮時’釋放蓄留的潔淨海水，調整污染帶與潔淨海水的 順序，可將河川内污染的河水除逐漸推擠向海洋，藉由上述三 7 200839061 個步驟就可將逐漸的將河川内的汙水排出外海 潮時該污林會回流至河軸，。 # 河川内的河水本來就會排向大海，並且河 ，物會分解污水或毒物具有自淨的功能，但 =使_的含氧量降低，進而使微生物無 ^水 二=過河川所能負荷，才會導致河)"的河水= S内式川排除污水，而防止污水回流至 /jm π便大海碌淨該〉可水，並且於實施的過程中， ^流速度’ _急的水流可使河刺量 “ς 生物以及-般搞錄技。 ν利於微 然??本發崎，仍需將錢狀況考量料，例如趨 風，㈣σ的海水濁度上升，就不册進行。 ％ 立丨由斤述’本發明實為一種優良的創作’誠符合發明直 利申請要件，爰依法具文提出申請。 ^發明專 200839061 【圖式簡單說明】 第一圖係本發明整治河川的方法步驟一之示意圖。 第二圖係本發明整治河川的方法步驟二之示意圖。 第三圖係本發明整治河川的方法步驟三之示意圖。 【主要元件符號說明】 1河川 11第一河道 110第一河道出口 12第二河道 120第二河道出口 121河口水門 13河堤 131水門In the two methods, if the water storage interval is set on the land on both sides of the river, there is a problem that the land is collected, so it is not easy to implement. [Invention] The method of water, the main purpose of the present invention is to further improve the river remediation. The water storage section installed near the estuary can store a large amount of clean water to solve the problem of insufficient water storage. In order to achieve the above object, the present inventors provide a new method for rectifying rivers, mainly by constructing a river embankment in a river to divide a river channel into a first river channel and a second river channel, and An estuary water gate is set at the exit of the second river channel, and a plurality of water gates are arranged on the river embankment, so that the second river channel can open the estuary water gate to introduce clean sea water into the storage when the tide is high, and when the tide is low, the water on the river bank is turned on to make the high water level The seawater in the second channel flows to the first channel of the low water level, so as to rush the first river channel and discharge the sewage to the outer sea. By the above method, the second river channel can accumulate enough clean sea water, so that the sewage can be discharged to the outer sea at the time of flushing, and the part will return to the river channel at the time of high tide, and the problem of setting the water storage interval on the land can be eliminated. The effect of clean rivers is even better. [Embodiment] Hereinafter, the main technical features of the present invention will be further described with reference to the accompanying drawings. Please refer to the first figure, the invention is mainly in the river 丄, from the sea 6 200839061 mouth set "river bank 1 3 ' so that the river 1 is divided into having - the first river I and the brother - / can Road 1 2, and at the second channel 1 of the second channel 1 2, the estuary gate 1 2 1, the river bank 1 2 is provided with a plurality of water gates 1 3 1, when the water gate 1 3 1 is opened, The first channel raft can be interconnected with the second channel 12, and the first channel 11 maintains the normal operation of the river. The method of rectifying the river method of the present invention is a step of draining the seawater to the lowest water level to close the estuary gate 1 1 1 and the river All the water gate workers on the dike 3 close the second river channel. At this time, the first river channel i and the second river channel 丄 2 are both located at a low water level. When the water is taken, the sewage will return to the first. In the channel 肇1 1 , as shown in the second figure, and when the tide reaches the highest water level, open the estuary gate of the second channel 12 2 1 1 , because the water level of the second channel 丄 2 is much lower than the water level, therefore Clean seawater is automatically introduced into the second channel 12 to the water level and seawater of the second channel 12. After the position is high, close the estuary water gate 2 1 . Please refer to the third figure, a clean step, when the sea water is ebb again, the river water in the first channel 11 is discharged into the ocean together with the sewage, when the tide is low At the lowest water level, open the water gate i 3 i on the river bank i 3 (at this time the estuary water gate 1 2 1 is closed), because the water level of the second river channel 12 is higher than the water level of the first river guard, it is stored in advance in the second The clean seawater of the river channel 12 can be injected into the first river channel 11 via the water gate 丄3, and at this time, since the water level difference between the first channel 11 and the second channel 2 is relatively large, the clean seawater accumulated in the second channel i 2 It will quickly flow to the first channel of the low water level, so that the first channel ii generates a full stream of water, and the seawater injected into the first channel 11 flushes the sewage and exits the outer sea via the first channel exit 1 1 0, thus cooperating with the seawater. The tidal wave repeatedly implements the method of rectifying the river of the present invention, and the river water in the river can be gradually cleaned. The main purpose is to introduce clean seawater into the river, and the introduced clean sea water is compared with the area where the river pollution is more serious. The tour is reserved, when the tide is at the lowest tide, 'release the clean sea water, adjust the order of the pollution zone and the clean sea water, and gradually push the river water polluted in the river to the sea, by the above three steps. The sewage will be returned to the river shaft when the sewage in the river is gradually discharged. The river in the river will be discharged to the sea, and the river will decompose the sewage or the poison with self-cleaning function. , but = reduce the oxygen content of _, and then make the microbes no water 2 = can load the river, will lead to the river) = S internal river to eliminate sewage, and prevent sewage back to /jm π The sea is clean and the water can be used, and in the process of implementation, the flow velocity ' _ rapid water flow can make the river stab the amount of ς creatures and - like recording skills. ν is good for the micro-random?? This is still need to take into account the state of the money, such as the wind, (4) σ seawater turbidity rise, it will not be carried out. % Li Yi said that the invention is an excellent creation. ^Invention 200839061 [Simple description of the diagram] The first diagram is a schematic diagram of the first step of the method for rectifying the river of the present invention. The second figure is a schematic diagram of the second step of the method for rectifying the river of the present invention. The third figure is a schematic diagram of the third step of the method for rectifying the river of the present invention. [Main component symbol description] 1 river 11 first river channel 110 first river channel exit 12 second river channel 120 second river channel exit 121 river mouth water gate 13 river bank 131 water gate