201233872 六、發明說明： 【發明所屬之技術領域】本發明為一種水 =之畜水壩堤與水梯結構，是―種水資源保護與開發） 呆ίΠΐ岸’確保橋樑、堤岸安全，解決防洪、 =水、供水、養瘦、職、砂石供應與防止地層下 問題之水資源利用與生態維護之施工技術與工法。 【先目變遷，環境破壞，1業發展，造成雨季 iii道)水流暴漲，河水沖刷潰堤，乾季時 :Γ裒生物生態’再加上工業發展需水量 大不敷供應’導致尋求水資源成為經濟發展之重 ί供給問題，就是築水庫或壞，儲存雨 -種生二丨=海’其結果造成上下游生態改變，是 R Ϊ/5破壞生11的方法’且會遭環保團體及當地 t府與民間對立’經濟發展遭受阻礙’問 ^，水問題’便去大量抽取地下水，造成 陷U 果2致要解決地層嚴重下 右通水鋪面法，養生池設置，但土地資源 人層易遭人民反對’且地面水渗 浐罵:丁二又、且有一疋之限度，效果不易彰顯，地 表二淹造成建物安全受到威脅，沿海地區，讓 Γ或海中’又產生水災，如此惡性循環，生 【發it】境’本發明缺因此才會齡設計產生。 有地面水it it一種水之生態系統整治結構技術，是在 、、罙入地下蓮處如湖泊、池塘、河(溪)床等，馨滲透井 Ϊ 渗透井填滿渗透材料，如砂石、透水陶粒 材料，讓地池之底，渗透井之周圍鋪一層砂石等渗透 材科讓地面水能由渗透材料快速滲到地下水層，且渗透 201233872201233872 VI. Description of the invention: [Technical field of invention] The present invention relates to a water dam and a water ladder structure, which is a kind of water resources protection and development, and ensures the safety of bridges and embankments and solves flood control. = Construction technology and construction methods for water use, water supply, thinning, occupation, sand and gravel supply, and water use and ecological maintenance to prevent subterranean problems. [Leading changes, environmental destruction, development of the industry, causing the rainy season iii) The water flow is skyrocketing, the river washes the dyke, and the dry season: the biological ecology of the sputum, coupled with the industrial development, the water demand is insufficient, resulting in the search for water resources. The problem of economic development is that the construction of the reservoir or the bad, the storage of rain - the growth of the second 丨 = sea 'the result of the upstream and downstream ecological changes, is the method of R Ϊ / 5 destruction of the student' and will be affected by environmental groups and local The government and the people oppose the 'economic development is hindered' Q, the water problem will go to a large amount of groundwater extraction, resulting in the U fruit 2 to solve the serious problem of the right under the water pavement method, the health pool is set, but the land resources are easy It has been opposed by the people's and the surface water has been infiltrated: Ding Er has a limit of one, and the effect is not easy to manifest. The safety of building materials is threatened by the second flooding of the surface, and the coastal areas have caused floods in the sea or the sea, so a vicious circle. The birth of [initial] is not the result of this invention. There is a kind of water ecological system remediation structure technology, which is in, and breaks into underground lotuses such as lakes, ponds, rivers (brooks), etc., and the penetrating wells are filled with infiltration materials, such as sand and gravel. Permeable ceramsite material, let the bottom of the pool, a layer of sandstone and other permeable materials around the permeation well allow the surface water to quickly penetrate into the groundwater layer by the infiltration material, and penetrate 201233872
材料也有淨化水質作用，使滲入地下水層的水得到淨化效 果；渗透井開鑿在河(溪)床上時，滲透井填滿之滲透材 料’如砂石、透水陶粒等，應填滿至伏流層’與伏流層之 砂石密接’這樣溪(河)水就會自然滲入地下水層。在雨季 水量多’為讓地面水回歸地下水層之量增多、速度增快， 以減少排入海裡的水量，可以在滲透井中裝入滲透管，滲 透管四周同樣填滿滲透材料如砂石或陶粒等，平時是以自 然滲透方式’讓地面水滲入地下水層。滲透井之中間放置 之滲透管’滲透管因為是中空，也可讓乾淨的水直接快速 進入井之底部’能快速渗入地下水層，若要再加快速度， 則可以用人工加壓方式，讓地面水能藉壓力大量快速滲 入，地面水大量滲入地下水層的結果，滲入深層地下水層 時’深層地下水位上升，地層可能就不致繼續下陷，滲入 淺層的地下水層時，淺層的地下水位上升，則往昔的湧泉 可能就會再度出現。The material also has the effect of purifying water, so that the water infiltrated into the groundwater layer can be purified. When the permeate well is cut into the river (stream) bed, the permeated material filled with the permeate well, such as sandstone and permeable ceramsite, should be filled to the vortex layer. 'Intimate with the sandstone of the vortex layer', the water of the river (river) will naturally penetrate into the groundwater layer. In the rainy season, the amount of water is increased. In order to increase the amount of ground water returning to the groundwater layer and increase the speed, in order to reduce the amount of water discharged into the sea, a permeation pipe can be installed in the permeation well, and the permeation pipe is also filled with permeating materials such as sandstone or pottery. Granules, etc., are usually infiltrated into the groundwater layer by natural infiltration. The permeation tube placed in the middle of the permeation well, because the permeate tube is hollow, can also allow clean water to enter the bottom of the well directly. It can quickly penetrate into the groundwater layer. If the speed is to be increased, the ground can be applied by artificial pressure. The water can quickly infiltrate by pressure, and the ground water infiltrates into the groundwater layer. When deep in the groundwater layer, the deep groundwater level rises, and the stratum may not continue to sink. When the shallow groundwater layer penetrates, the shallow groundwater level rises. Then the springs of the past may appear again.
本發明之一種水之生態系統整治結構技術，在溪流整 /α上疋在/可(溪)床上築起蓄水壤堤，以截留雨季時之河(溪) 地面水），並防止雨季暴雨時河水氾濫成災，在築壩堤 則應先測量河(溪)床坡度，依其坡度再決定築壩 ，-壩堤高度之落差，同時應調查河床每年砂石疋=積 1，作為決定河床挖除砂石之深度，使可達到蓄水與防洪 之目標，同時可解決砂石供應之問題。 、、 本發明之一種水之生態系統整治結構技術之溪 壩堤與—般之攔沙壩硕，—般之攔沙壩是將河 (^)的水完全«，魏τ游河床m ί 3全無部份雨水被截留之自動調節效果，暴雨‘ ^之水1滿溢後必齡全數往下游傾瀉，沒有 ^ =造成災害，破壞生態，沖毀堤防或橋樑 ^ 水，當上游下雨時河繼，直沖 201233872 中間低，再逐漸以階梯式或斜坡式往堤岸邊増高，這 ^就I依水量大小，隨滿溢高低自動調整溢流量，當暴^ ^量的水要顺進人下游時，因蓄水壩堤巾間低:再豕 C階=或斜坡式往堤岸邊增高的設計，使水會被部份 p =畜水壩堤是以滿溢原理設計，所以當水越大時， :水里越多，滿溢水量也會越多，自動調整蓄水盥 二吏大量驟增之水量不致在瞬間往下游傾Ϊ， 从害，在大陸地區因流域過長，常有洪峰出現， ί降自f，整之蓄水壩堤設置，洪峰就 ★_峰碩呵度，甚至不會出現。蓄水壩堤因有自 壩堤也無崩塌的危險。蓄水壩堤心 2漸以階梯式或斜坡式往堤岸邊增高，因 秋」;^刷力度大，堤岸邊之沖刷力度就非常小，堤岸告 然就不會被沖刷而崩塌。 田 产中自> ^水之生態系統整治結構技術’在溪流整 生調Γίί量與蓄水量所建造的f水壩堤，為維持 水物得以回游到上游原棲地，可以在蓄 若蓄中生物之回游孔’與下游之河水相通， 壩堤使目游孔尚可發揮_ ’若蓄水 、士= Γί落差過大’生物回游孔之水I過大，水 ϊ類ini壞無雜上游，#水概便成為 破馈盾手，…、類無法回游到上游原棲地產卵， 的ϊ失去留設生物回游孔之意義，此時 建造水梯二水、中&：ί之技^，用蓄水壩堤之結構技術 緩降落差使生物回游孔之水流成平 游孔逆游‘越蓄或ϊ他水中生物得以輕易由生物回 疋洛差大時，層數就多，落差小時， 201233872 層數就少’這樣才不至於使生物回游孔之水流流動之流速 與壓力過大，導致水中生物逆水上游發生困難，因而喪失 該生物回游孔設置之目的。在蓄水壩堤上生物回游孔之設 置’上一層蓄水壩堤的生物回游孔一定要低於次一層蓄水 壩堤之最低溢流口，沒有最低溢流口時(如攔沙壩之類）， 就是其最低溢流高度；從上游數起，第一個蓄水壩堤之生 物回游孔一定要大於第二個蓄水壩堤的生物回游孔如果 水源充足’其水量大於第一個蓄水壩堤之生物回游孔之洩 水量時」必然會產生溢流現象，該溢流現象產生，就如同 第一個蓄水壩堤之生物回游孔大於第二個蓄水壩堤的生 物回游孔，有相同之效果，此時第-個蓄水壩堤之生物回 游孔就=一定要大於第二個蓄水塌堤的生物回游孔，但在 第二個蓄水壩堤的生物回游孔以下不論有多少個蓄水壤 堤，生物回游孔，只要不大於第二個蓄水壞堤的生物回游 孔就可以’但每一層蓄水壩堤的生物回游孔之開孔都必須 ，於二f气，的蓄水壞堤之最低溢流口或最低溢流高 二，最後一層蓄水壩堤的生物回游孔，是與下游連通的生 ，回游孔’-定魏置在下游水平面下，方便水中生物能 ，易由生物回游孔逐層通過蓄水壩堤，以攸樓梯方式通過 # 畜水塌堤，逆游到上游之原棲地。 .--種水之生態系統整治結構技術之蓄水壩 以讓水t缝能峨_方絲耻叙原棲地之 ϋίί場堤結構技術讓水能產生梯子效果，蓄水場堤之 第^畜水壩堤(-般摘沙壩、水壩)上的生物回游孔比第 堤上之生物回游孔大’且第—層蓄水槪的生 開在第二層蓄水壩堤上的最低溢流口高度或 低度以下’流過第—層蓄水壩堤的水無法全部由 水堤上的生物回游孔流人第二層與第三層蓄 水空間’無法流入第二層與第三層蓄水壩堤 間的畜水工卩⑽水就會留在第—層與第二層之蓄水壩堤 6 201233872 間的蓄水^間並往上漲’漲到第二層蓄水塌堤的溢流口或 最低溢流向度’就會溢出流入第二層與第三層蓄水壩堤間 的p空間。第二層蓄水壩土是上的生物回游减開=第^ 層蓄水壩堤的最低溢流口或最低溢流高度以下，第三層蓄 水壩堤上的生物回游孔因不比第二層蓄水壩堤上的生物 ^游孔大’因此由第二層蓄水壩堤上的溢流口或最低溢流 南度流入的水，及第二層蓄水舰上的生物回游孔流入的 無法完，流人下游’無法流人下游的水，就會累積在 第二層與第二層蓄水壩堤間的蓄水空間往上張，旅到第三 層蓄水壩堤最低溢流口或最低溢流高度流入下游，第三^ 蓄水塌堤十的生物回游孔應開在下游的水平面下，以此^ Ϊ此不論蓄水舰之落差有多高’有多少層，均可讓水中 游© —樣’—個階梯游過—個階梯㈣且糊 :上，原棲地’如果水源之水量大於通過生物回游孔的 以溢流時，則所有蓄水壩堤上的生物回游孔，就 發明之ιϋ分深Ϊ此蓄水壩堤的功能，不限於本 般攔砂壩或其它類型之蓄水塌，只要有 列如階梯之蓄水舰結構技術，便可讓水中生物 ΐ口:It二壩上有=來，水中生物可由下 三層蓄的生物回游孔進入第二層與第 會影響到生物水壩堤叙上游，如此，蓄水壞就不 堤，之生態系統整治結構技術之蓄水壩 時，也可以^、晋;^游孔設計流量之依據，水流量很大 計流量應小;個生物回游孔’原則上生物回游孔設 ;& _水源地之水流流量，這樣才能維持乾 201233872 流之生生n #水源地之水驗量从或被使 用肩耗時，就會消耗蓄水壩堤内蓄存的水，為維持水流之 生生不息，可調節生物回游孔之孔數，若僅是單一生物回 =孔時可調低孔之高度，同時可調降生物回游孔大小，以 ，低水的流量’肋調節乾料有充足之水源，使溪 床不致乾涸。 ^發明一種水之生態系統整治結構技術是在河(溪） ，上築起蓄水場堤，以截留雨季時之河(溪)水，平時河(溪） 2生物回游孔流人下游’當水量多時，則自然填滿乾季 ^用=水量，填滿後就自動滿溢由最低之溢流口流入下 游下雨時河水暴漲，水位增高，則部分按溢流口 j依序流人下游，部份被蓄水壩堤鋪於#水塌内，就 ，而暴增的雨水使河水暴漲直沖下游而造成災 :^能就整條溪(河)流分段整治’就沒有缺水之危機， 可水J漲潰堤的危險’對生態也可制相#程度之保 遵，又有防洪效果，並增加多項資源收益。 ’、 參 庆,ίίΐ月—種水之生態系統整治結構技術是在河(溪） 晨端築ίί水概，喊留河(溪)水，#上游下雨時河水 “徳因^畜水射多層蓄水概緩和水的流速，並有多# 生^槪輯健水巾生物，不致被急流沖走，維護正i 庆卜财之生齡統整治結構技蚊在河(溪） 築起畜树堤’喊留河(溪)水，使河林致於乘 時乾涸而危害水中生物之繁殖與生存。 、 床上之生=統整治結構技術是在咖 里5』休憩等用途，同時美化環境。 K 發明「種水之生態系統整治結構技術是在河(溪)庆 桦堤’以截留河(溪)水’該工程如果施i於橋 樑之橋墩上下游，f_有保護橋墩不被河 | 201233872 ϊ缴深植岩層，又有強化蓄水壩堤之作用，相 維護，又可依設計之河床深度取 整態系統整治結構技術之溪流(河道) ϊ 疋在溪(河)床上$井，由於地層有許多地 榭;7二ΪΙΐ源層的水是靠地表的雨水滲透地層及 下雨時樹木枝葉吸飽水份後’從樹根的釋出，由 ^地表環境被猶，樹林遭魏，地表不透水層增加， 加上人類無限制的抽取，致使地下水位下降，水源逐 漸^竭’地層下陷’以往到處可見之泉水已不再復見， 目前人，科技發達，為求科技發展及舒適生活，需水孔 急，，壞變本加厲，將造成生態浩劫，演變成人類災難， 最近氣候異常，如美國全國50州有49州的冰天雪地， 澳洲昆士蘭省的水災等，天災頻傳，這是生態破壞之结 果，因此必須儘速想對策’避免生態浩劫，不讓天缺災 難一再繼續發生，又要有足夠之水資源，唯一方法就是 將雨季過剩之水資源保留，不讓其快速奔入大海，不氾 溢成火，好讓人類利用與生態發展，並防止地層下陷。 ，以^發明一種水之生態系統整治結構是在河(溪)床上 築起蓄水壩堤，以戴留河(溪)水，貯存雨水，供乾旱時使 用，又可在河床上馨滲透井，利用伏流層之砂石作為過 濾材料，使雨季乾淨的溪(河)水能大量回歸滲入地下水 層，當雨季水量充沛時，想要有更大量的水儲存於地下 水層時，也可用人工加壓方式，藉壓力讓更大量的水能 快速滲入地下水層，以防止地層下陷，當缺水時又可適 度抽取使用，就不怕過量抽取而造成地層下陷，這樣就 可補充乾旱時之供水，解決水源不足的問題。本發明實 施方式以下列實施例說明。 【實施方式】本發明一種水之生態系統整治結構技術之實施方 式以實施例說明，如圖1所示，為保留夏季過剩之水資 201233872 201233872The invention relates to a water ecological system remediation structure technology, in which a water storage earth embankment is built on a bed of a stream/α (疋溪) to intercept the river (stream) water during the rainy season, and to prevent rainstorms during the rainy season. When the river water is flooded, the slope of the river (brook) bed should be measured first, and the slope of the river (brook) bed should be measured first. According to the slope, the height of the dam and the height of the dam should be determined. At the same time, the annual sandstone 疋 = 1 should be investigated. The riverbed excavates the depth of the sandstone so that it can achieve the goal of water storage and flood control, and at the same time solve the problem of sand supply. The dam of the water ecological system remediation structure of the present invention is the dam of the general dam, and the dam of the dam is the complete water of the river (^), and the Wei τ swimming bed m ί 3 There is no automatic adjustment effect of some rainwater being trapped. After the rainstorms, the water will be poured down to the downstream, and there is no ^= causing disasters, destroying the ecology, destroying the embankment or the bridge ^ water, when the upstream rains He Ji, straight into the middle of 201233872 low, and then gradually stepped or sloping to the side of the embankment, this ^ I depends on the amount of water, with the overflow level automatically adjust the overflow flow, when the amount of water to rush When people are downstream, because of the low temperature between the dams of the water storage dam: the design of the C-step = or the slope to the side of the bank, the water will be designed by the partial p = livestock dam embankment, so the bigger the water At the time, the more water there is, the more the overflow will be, the more the water will be automatically adjusted. The amount of water that is suddenly increased will not fall to the downstream in an instant, and the damage will occur in the mainland due to the long watershed in the mainland. Appear, ί descends from f, the whole water storage dam is set, the peak is ★ _ peak Shuo degree, not even Now. The dam is not in danger of collapsing due to the dam. The water storage dam dike 2 is gradually increased to the side of the embankment in a stepped or sloping manner, due to the autumn; the brushing force is large, the scouring force on the embankment is very small, and the embankment is not washed away and collapses. In the middle of the field, the water system of the water system is reorganized. The f dam constructed by the stream and the amount of water stored in the stream is used to maintain the water to swim back to the original habitat. The returning hole of the middle organism is connected with the river water in the downstream. The dam makes the hole visible. _ 'If the water is stored, the gentleman = Γί is too big, the water of the biological return hole is too large, and the water scorpion is innocuous. Upstream, #水 will become the shield of the shield, ..., the class can not swim back to the upstream original habitat eggs, the ϊ lost the meaning of retaining biological return holes, at this time the construction of the water ladder two water, medium &:: The technique ^, using the structural technology of the impounding dam to slow down the gap, so that the water flowing back into the hole in the biological retreating hole is a reverse swimming tour. When the drop is small, 201233872 will have fewer layers. This will not cause the flow rate and pressure of the water flowing through the biological return hole to be too large, which will cause difficulty in the upstream of the biological reverse water, thus losing the purpose of setting the biological return hole. The setting of the biological return hole on the storage dam is 'the biological return hole of the upper storage dam is lower than the lowest overflow of the secondary dam, and there is no minimum overflow (such as sand blocking) The dam is the lowest overflow height; from the upstream, the biological sluice hole of the first dam is necessarily larger than the biological sluice of the second dam. If the water source is sufficient, the amount of water When the water discharge volume of the biological sluice hole of the first water storage dam is greater than the first water storage dam, the overflow phenomenon will occur, which is like the biological sluice hole of the first water storage dam is larger than the second The biological return hole of the dam has the same effect. At this time, the biological return hole of the first water storage dam is necessarily larger than the biological return hole of the second water storage dyke, but in the second Below the biological snorkeling hole of the water storage dam, no matter how many water storage levees, the biological sluice hole can be as long as it is not larger than the biological sluice hole of the second water storage dyke. The opening of the biological return hole must be the lowest overflow or minimum of the water storage bad bank. The flow height is two, and the biological return hole of the last layer of the storage dam is connected with the downstream. The return hole '- Ding Wei is placed under the downstream water level to facilitate the biological energy in the water, and is easily stored by the biological return hole. The dam embankment passes through the # 畜 方式 塌 , 畜 畜 畜 畜 畜 畜 畜 畜 畜 畜 畜 畜 畜 畜 畜 畜.--Water-saving ecosystem remediation structure technology of the dam to allow the water to sew 峨 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ The biological retreat hole on the livestock dam (--the sand dam, the dam) is larger than the biological retreat on the dyke and the lowest in the second-layer water storage dam Below or below the height of the overflow port, the water flowing through the first-layer water storage dam cannot be completely flown by the biological return holes on the water bank. The second and third layers of the water storage space cannot flow into the second layer. The livestock water work (10) between the third layer of water storage dams will remain in the water storage between the first and second layers of the water storage dam 6 201233872 and will rise to the second layer of water storage. The overflow or minimum overflow direction of the collapsed bank will overflow into the p-space between the second and third reservoirs. The second layer of water storage dam is the biological return reduction of the upper layer = the lowest overflow or the minimum overflow height of the first layer of the storage dam, and the biological sluice hole on the third layer of the dam is not comparable. The bio-tours on the second-level water storage dam are large. Therefore, the water flowing in from the overflow port on the second-level water storage dam or the minimum overflow south, and the biological return on the second-layer water storage ship The inflow of the hole can not be completed, and the downstream of the stream, the water that cannot flow downstream, will accumulate in the water storage space between the second and second storage dams, and travel to the third dam. The minimum overflow or minimum overflow height of the levee flows into the downstream, and the biological return hole of the third water storage dyke should be opened below the downstream water level, so that no matter how high the gap of the water storage ship is, there is How many layers, you can let the water swim in the same way - a step - swim through a ladder (four) and paste: on the original habitat 'if the water source is greater than the overflow through the biological return hole, then all water storage The biological retreat on the dam, the function of the invented Ϊ Ϊ Ϊ Ϊ Ϊ Ϊ , , , , , , , , , , , , , , , , , 本 本 本 本 本 本If the water collapses, as long as there is a ladder-type water storage ship structure technology, the aquatic organism can be smashed: It has the = on the second dam, and the aquatic organisms can enter the second layer and the second meeting through the biological return hole of the lower three layers. It affects the upstream of the biological dam embankment. In this way, when the water storage is bad, there is no dike. When the ecological system remediation structure is used to store the dam, it can also be used as the basis for the design flow of the hole. Small; a biological retreat hole 'in principle, the biological retreat hole setting; & _ water flow flow of the water source, in order to maintain the flow of the water flowing from the water source of the 2012. It will consume the water stored in the dam, so as to maintain the flow of water, the number of holes in the biological return hole can be adjusted. If only a single biological return = hole, the height of the low hole can be adjusted, and the biological body can be adjusted at the same time. The size of the return hole, in order to reduce the flow of low water 'ribs dry material has sufficient water source, so that the river bed will not dry up. ^Invented a water ecosystem remediation structure technology is to build a water storage embankment on the river (brook) to intercept the river (brook) water during the rainy season, and the river (brook) 2 biological retreat hole downstream When the amount of water is large, it is naturally filled with dry season ^ use = water volume, when it is filled, it will automatically overflow. When the lowest overflow is flowing into the downstream, the river will soar, the water level will increase, and some will flow in accordance with the overflow port j. Downstream, some of the dams are paved in the water collapse, and the surge of rain causes the river to rise sharply downstream and cause disasters: ^ can complete the whole stream (river) flow segmentation and remediation The crisis of water, the danger of water J rising and breaking the embankment, the degree of protection of the ecology can also be achieved, and the flood control effect, and increase the resource benefits. ', 参庆, ίίΐ月—the ecological system remediation structure technology of the water is built in the morning of the river (stream), shouting the river (stream) water, #流流下河河The multi-layer water storage is slowed down and the water flow rate, and there are many #生^槪健水巾巾 creatures, which will not be washed away by the rapids, and the maintenance of the i-Qing Bu Cai’s ageing and rectification structure technology mosquitoes in the river (brook) The tree levee shouts the river (brook) water, causing the river forest to dry up and jeopardize the reproduction and survival of aquatic organisms. The life of the bed = the structure of the rectification structure is used in the coffee garden, and the landscaping K Invented the "Growing Water Ecosystem Remediation Structure Technology is in the River (溪) Qinghua Dyke to intercept the river (brook) water" If the project is applied to the bridge pier, the f_protected pier is not by the river 201233872 ϊ 深 深 深 深 深 深 深 2012 2012 2012 2012 2012 2012 2012 2012 2012 2012 2012 2012 2012 2012 2012 2012 2012 2012 2012 2012 2012 2012 2012 2012 2012 2012 2012 2012 2012 2012 2012 2012 2012 2012 2012 2012 2012 2012 2012 2012 2012 2012 2012 2012 2012 2012 2012 2012 2012 2012 Because there are many mantles in the stratum; the water in the 7th sputum layer is infiltrated by the rainwater on the surface and it rains. After the trees and leaves have saturated their water, the release from the roots of the trees is controlled by the surface environment, the forests are affected by the Wei, the surface impervious layer is increased, and the unrestricted extraction of humans causes the groundwater level to drop and the water source to be exhausted. Strata subsidence 'The spring water that has been seen everywhere is no longer seen. At present, people and science and technology are developed. In order to seek scientific and technological development and comfortable life, the need for water is urgent, and the bad changes will cause ecological havoc and evolve into human disasters. For example, in the 50 states of the United States, there are 49 states of ice and snow, the floods in Queensland, Australia, etc., and natural disasters are frequently transmitted. This is the result of ecological damage. Therefore, we must think of countermeasures as soon as possible to avoid ecological catastrophe and prevent the disaster from happening again and again. The only way to have enough water resources is to retain the water resources that are surplus in the rainy season, so that they do not let them quickly enter the sea, do not overflow into fire, so that human use and ecological development, and prevent the formation from subsiding. The water ecosystem remediation structure is to build a water storage dam on the river (brook) bed, to wear the water of the river (stream), to store rainwater for use in drought, and In the river bed, the well penetrates the well, and the gravel stone is used as the filter material, so that the clean water (river) water in the rainy season can return to the groundwater layer in large quantities. When the rainy season is abundant, a larger amount of water is needed to be stored in the groundwater layer. At the same time, manual pressure can also be used to allow a larger amount of water to quickly penetrate into the groundwater layer to prevent the formation from subsiding. When water is scarce, it can be appropriately extracted and used. The water supply in the case of drought solves the problem of insufficient water source. The embodiments of the present invention are described in the following embodiments. [Embodiment] An embodiment of the water ecosystem remediation structure technology of the present invention is described by way of example, as shown in FIG. Retaining excess water in summer 201233872 201233872
的方法是於低窪有地面水處丨或溪(河)床上築蓄水壩 =，以儲存地面水，在有地面水處1鑿滲透井2，深入 ^地下水層3,滲透井中填滿如砂石或透水陶粒等滲透 料4，使地面水丨與地下水層3連結，地面水丨由滲 ^料4職滲透進人地下水層3，將下雨後之地面水 =存=地下水層巾，這樣可以讓地下水位升高，防止地 ^下陷，乾季缺水時也可適度抽取使用，滲透井也可以 ^接士種*同來源的水源，如屋頂乾淨的雨水或泉水 ^-樣可達成相同之效果；又雨料雨水變成大量地 水，為使地面水能大量儲存於地下水層，如圖2所示， =透井中可放人渗透管5，渗透f 5與滲透井2之井壁6 ，同樣填滿如砂石、透水_透材料4，平常是以 然^參透方式，讓地面水1以自然滲透方歧滲透材料 古地下水層3，若地面水乾淨時，亦可由滲透管5 上入滲透官5，由底部直接經滲透材料4，快速滲入 ιΊ 層3儲存，若要更快速大量使地面水1滲人地下 ^二儲存’可藉由人工加壓方式將地面水經滲透管5， 再直接由底部高壓經滲透材料4滲入地下水層3。The method is to build a dam in the low-lying groundwater or creek (river) bed to store the surface water, drill the percolation well 2 in the surface water, deep into the groundwater layer 3, and fill the well with sand. Permeate 4 such as stone or permeable ceramsite, so that the ground leeches are connected with the groundwater layer 3. The surface leeches are infiltrated into the groundwater layer 3 by the osmosis material 4, and the ground water after the rain = storage = groundwater layer towel, It can raise the groundwater level and prevent the ground from sinking. It can also be used appropriately when the dry season is short of water. The infiltration well can also be connected to the water source of the same source, such as the clean rain or spring water on the roof. The effect; the rainwater rainwater becomes a large amount of groundwater, so that the groundwater can be stored in the groundwater layer in large quantities, as shown in Fig. 2, the permeate pipe 5 can be placed in the well, and the well wall 6 of the penetrating well 2 can be infiltrated. The same is filled with sandstone, permeable water-permeable material 4, usually in a way that allows the surface water 1 to infiltrate the material into the ancient groundwater layer 3 by natural infiltration. If the surface water is clean, it can also be infiltrated by the permeation tube 5. Infiltrated official 5, directly from the bottom through the infiltration material 4, quickly infiltrated into the Ί layer 3 Deposit, the surface water to make a lot more rapidly penetrate ^ two underground reservoir 'may be pressurized by way of doing infiltrated surface water pipe 5, and then a high-pressure directly into ground water permeable material bottom layer 34.
明—種水之生齡統整治結構技術之實施方式 2 /奚f上馨參透井2深入地下水層3時，如圖3所示， + Γ層復厚之伏流層7的砂石層，伏流層7的砂 曰豐焉的水流，就是俗稱之伏流水，該伏流水 =最的水源，以此伏流水作為滲人地下水層之水 之方法，所以滲透井之滲透材料4應填滿與 =12砂石層密接，也可使伏流層7的水能滲入滲 層3 °平時溪(河)水可藉渗透管5 等渗透材料4讓伏流層7的水自然、滲透進入 λ s，伏流水是經過伏流層的砂石過濾，所以滲 、塞tit的水是乾淨的水，雨季水多，射在未下雨， 溪水…乾树，_人玉加壓，以加賴水渗入地下 水層’將勒可)水藉由滲透井2之渗透管5渗透到各地 =層儲存’往昔地上㈣泉的景象有可能復見，同時可 说—該地下水層之分布，在其分布區之範圍内也可抽 =用’抽取時注意滲透水量與水位，也財至於有地 下水位下降，地層下陷的問題， 本發明-種水之生齡統整治結構技術之實施方式 二/奚(河)床上構築蓄水壩堤，如圖5所示為三層重疊 :、畜„是8，蓄水壩堤8則以蓄水壩堤8卜蓄水壩堤 -2、蓄水壩堤8_3以高低如梯形間隔湖建構而成用 ^儲存地面水，並使水形成狀如梯形，讓水中生物能逆 〜游過蓄水壩堤進入上游，以維持生態；由上游算起蓄 疋8之第―層稱為蓄水壩堤8-1 ϋ稱為蓄水壩 疋2，第二層稱為蓄水壩堤8_3，蓄水壩堤8_ι有一生 ?回游孔8·1_；1 ’蓄水壩堤有-生物回游孔， 畜水壩堤8-3有-生物回游孔8_3_卜生物回游孔811 必須大於生物回游孔8_2_1 ’如果水縣流大於生物回游 孔8-1-1之洩水量時，生物回游孔8-1-1就不一定要大於 生物回游孔8-2-卜8-3-1不能大於生物回游孔8_2心盔 論再有多少缝回游孔，只要不大於第二層蓄水塌堤心2 之生物回游孔8·2·1就可以。當乾料水源的水量大於 ，過生物回游孔8_1·1的水量’必然有無法通過生物回 =孔8-1:1的水，蓄積於蓄水壩堤8内使水位上漲，當 蓄水壩堤8内的水位上漲超過第一層蓄水 低溢流口 8·!·2時，就會自然溢流流人第—層蓄水^ 8-1與第二層私觀8_2間之蓄水空間，由生物回游孔 =1-1通過第一層蓄水壩堤8_丨後的水，也是進入第一層 蓄水壩堤與第二層蓄水概8_2間的蓄水空間，因 為生物回游孔8-2-1比生物回游孔8_M為小，就無法完 全把通過生物回游孔从丨的水全部由生物回游孔、m 戌掉，未被浪掉的水與由溢流口 8-1_2溢流的水就會蓄 201233872Ming - the implementation method of the water-rejuvenation structure technology 2 / 奚 f Shangxin Shenjing 2 deep into the groundwater layer 3, as shown in Figure 3, + Γ layer thick voltaic layer 7 sandstone layer, voltaic flow The water flow of the sandstone in layer 7 is commonly known as the undulating water. The voltized water = the most water source, and the undulating water is used as the method of infiltrating the water of the groundwater layer, so the infiltration material 4 of the penetrating well should be filled with = The 12 sandstone layers are closely connected, so that the water of the vortex layer 7 can penetrate into the seepage layer. The water of the creek can be naturally infiltrated into the λ s, the effluent water. It is filtered by sand and gravel in the voltaic layer, so the water that seeps and plugs the tap is clean water, the water in the rainy season is more, the shot is not raining, the stream is...the dry tree, the _ human jade is pressurized, and the water is infiltrated into the groundwater layer. It is possible to see through the permeate tube 5 of the permeate well 2 and to store the 'top to the top (four) springs. It is also possible to say that the distribution of the groundwater layer is within the range of its distribution area. Can be pumped = use 'take attention to the amount of water and water level when pumping, but also as the groundwater level drops, the formation The problem of sinking, the present invention - the implementation method of the water ageing remediation structure technology 2 / 奚 (river) bed to construct a water storage dam, as shown in Figure 5 for three layers of overlap:, livestock „ is 8, water storage The dam embankment 8 is constructed by using the water storage dam embankment 8 and the water storage dam embankment 2 and the water storage dam embankment 8_3 as high as the trapezoidal interval lake to store the surface water, and make the water form like a trapezoid, so that the biological energy in the water Reverse ~ swim through the water storage dam into the upstream to maintain the ecology; from the upstream counts the first layer of the storage 8 is called the storage dam 8-1 ϋ is called the storage dam 疋 2, the second layer is called Dam dyke 8_3, water storage dam 8_ι has a lifetime? Respiratory hole 8·1_; 1 'Water storage dam has - biological return hole, livestock water dam 8-3 has - biological return hole 8_3_卜回回The swimming hole 811 must be larger than the biological return hole 8_2_1 'If the water county flow is larger than the discharge amount of the biological return hole 8-1-1, the biological return hole 8-1-1 is not necessarily larger than the biological return hole 8- 2-Bu 8-3-1 can not be larger than the biological return hole 8_2 The helmet is more than the number of slits back to the hole, as long as it is not larger than the biological return hole 8·2·1 of the second layer of water storage collapse 2 When the dry water source has more water than The amount of water passing through the biological return hole 8_1·1 is inevitably unable to pass through the water of the biological return = hole 8-1:1, and is accumulated in the water storage dam 8 so that the water level rises when the water level in the water storage dam 8 rises. When the first layer of water storage low overflow port is 8·!·2, it will naturally overflow the water storage space between the first layer of water storage ^ 8-1 and the second layer of private view 8_2. Hole = 1-1 through the first layer of water storage dam 8_ 的 water, is also into the first layer of water storage dam and the second layer of water storage between 8_2, because the biological return hole 8- 2-1 is smaller than the biological return hole 8_M, and it is impossible to completely remove the water from the sputum through the biological snoring hole from the biological snoring hole, m, and the water that has not been smashed and the overflow port 8-1_2 The overflowing water will be stored 201233872
積於第一層蓄水壩堤8_1與第二層蓄水壩堤8_2間的蓄 水空間，使水位逐漸上漲，當水位漲到高於蓄水塌堤8 2 之最低溢流口 8_2-2時，水就會自然溢流進入第二層蓄 水壩堤8-2與第三層蓄水壤堤8_3間的蓄水空間，二於 生物回游孔8-3-1又不大於生物回游孔8_2_丨，生物回游 孔8-3-1就無法把通過生物回游孔及自溢流口 8 2 2 流入的水全部洩掉，就會蓄積於蓄水壩堤8_2與蓄水壩 堤8-3間的蓄水空間’未被洩掉的水同樣會使^水壩堤 8-2&與蓄+ 水塌堤8_3間的蓄水空間的水位逐漸上澡當漲 到咼於蓄水壩堤8-3之最低溢流口 8-3-2時，水就會自溢 流口 8-3-2溢流進入下游之河床上，當然在自上游算起 的第一個生物回游孔8_M比第二個生物回游孔8_21 大，下一個生物回游孔8-3-〗（不論幾個)只要不比前一生 物回游孔8·2_1大’制樣會發生此效果。生物回游孔 之高度必須低於蓄水壩堤8_2之最低溢流口 -24，生物回游孔8_2·ι之高度必須低於蓄水壩堤8-3 之最低溢流口 8-3-2，生物回游孔8-34之高度必須低於 ，水壩堤下游之水平面9，這樣，水巾生物就可輕易由 生？回游孔8-3-1穿過蓄水場堤8_3，進人蓄水壞堤8 2 與蓄水概8·3間的蓄水钟，織往上浮起，再由生 ^回游孔8·2·ι冑過蓄水勒m進人蓄水塌堤μ與 畜水壩堤8·1間的蓄水空間，然後又往上雜，再由^ ϊΐϊίΐΐ t過/水觀8]，進人上游，不論蓄水 有夕^層’水中生物都可依此方式自下游逆流游回 上游。 本發明之蓄水壩堤8_ι有一生物回游孔8_M，該生 孔8-1_1開口大小之設計，必須所通過開口 太；乾季時水源之水量，這樣才能使河㈤床的 上原^長’稀若鮮時水源之水量過小或沒 有’就必須使用蓄水壩堤内之儲水，此時8-1-卜8-2-1、 12 201233872 8-3-1等之生物回游孔就要往下調整，並 維持河(溪)床生態。 次水里，以 心上述Ϊ㈣之#水概構妨僅翻於本發明之萱 水矯堤，其它任何樣式之蓄水壩堤，如攔沙：發2 壩等均可設置本發明之蓄水壩堤之結構方 般水 多’無法--紐，目此有與本發明之蓄軸式樣繁 方法結合者，均屬本發明之範圍。 疋之結構 【圖式簡單說明】 =f低窪有地面水處渗透井之剖面示意圖。 =2為低篷有地面水處滲透井 圖3f伏流層7的^^ 圖層7的砂石層之滲透井内 圖5為蓄水壩堤之俯視圖。 壩堤與橋礅之設置位置示意圖。 【主要元件橋礅之設置位置示意圖。 .............地面水 .............滲透井 3 ............地下水層 4 ............滲透材料 5 .....’參透井的渗透營 6 ............井壁 7 ............伏流層 8 ............蓄水壩堤 ………Ϊ:②是 中之第-層畜水壩堤之生物回游孔 13 201233872 8-1-2……蓄水壩堤中之第一層蓄水壩堤之最低溢流口 8-2.........蓄水壩堤中之第二層蓄水壩堤 8-2-1……蓄水壩堤中之第二層蓄水壩堤之生物回游孔 8-2-2……蓄水壩堤堤中之第二層蓄水壩堤之最低溢流口 8-3.........蓄水壩堤中之第三層蓄水壩堤 8-3-1……蓄水壩堤中之第三層蓄水壩堤之生物回游孔 8-3-2……蓄水壩堤中之第三層蓄水壩堤之最低溢流口 9 ............蓄水壩堤下游之水平面 10 .........渗透管上的透水孔 11 .........橋墩之俯視位置 14The water storage space between the first storage dam 8_1 and the second storage dam 8_2 gradually increases the water level when the water level rises above the minimum overflow 8_2-2 of the water storage levee 8 2 At the same time, the water will naturally overflow into the water storage space between the second layer of water storage dam 8-2 and the third layer of water storage soil embankment, and the biological return hole 8-3-1 is no larger than the biological back. The swimming hole 8_2_丨, the biological return hole 8-3-1 can not completely discharge the water flowing through the biological return hole and the overflow port 8 2 2, and will accumulate in the water storage dam 8_2 and the water storage. The water that has not been drained from the water storage space of the dam 8-3 will also cause the water level of the water storage space between the water storage dam 8-2& and the water storage dam 8_3 to gradually rise to the stagnation. When the lowest overflow of the dam 8-3 is 8-3-2, the water will overflow from the overflow 8-3-2 into the downstream river bed, of course, the first biological back from the upstream. The hole 8_M is larger than the second biological return hole 8_21, and the next biological return hole 8-3-〗 (regardless of a few) as long as the sample is not larger than the previous biological return hole 8·2_1 will produce this effect. The height of the biological return hole must be lower than the lowest overflow port-24 of the storage dam 8-2, and the height of the biological return hole 8_2·ι must be lower than the lowest overflow 8-3- of the storage dam 8-3 2, the height of the biological return hole 8-34 must be lower than the horizontal plane 9 downstream of the dam, so that the water towel creature can be easily produced? The return hole 8-3-1 passes through the water storage bank embankment 8_3, enters the water storage bad bank 8 2 and the water storage clock between the water storage 8·3, woven upwards, and then the health return hole 8 ·2· ι 胄 蓄 勒 勒 勒 勒 勒 勒 勒 勒 勒 勒 勒 勒 勒 勒 勒 勒 勒 勒 勒 勒 勒 勒 勒 勒 勒 勒 勒 勒 勒 勒 勒 勒 勒 勒 勒 勒 勒 勒 勒 勒 勒 勒 勒 勒 勒 勒 勒 勒 勒In the upstream, regardless of the water storage, the aquatic organisms can swim back upstream from the downstream in this way. The water storage dam 8_ι of the present invention has a biological return hole 8_M, and the design of the opening size of the hole 8-1_1 must pass through the opening; the amount of water in the dry season, so that the upper (long) of the river (five) bed is thin If the amount of water in the fresh water source is too small or there is no need to use the water storage in the water storage dam, then the biological return hole of 8-1-B 8-2-1, 12 201233872 8-3-1 will go to Adjust and maintain the river (brook) bed ecology. In the secondary water, the water structure of the above-mentioned Ϊ(4) may only be turned over to the sluice water dike of the present invention, and any other type of water storage dam, such as sand blocking: hair dam, etc., may be provided with the water storage of the present invention. The structure of the dam is as water-free as it is, and it is within the scope of the present invention to have a combination with the shaft-accumulation method of the present invention. Structure of 疋 [Simple description of the diagram] = f Low-profile schematic diagram of the seepage well at the surface water. = 2 is the low canopy with surface water infiltration well Figure 3f voltaic layer 7 ^^ Layer 7 of the sandstone layer in the seepage well Figure 5 is a top view of the water storage dam. Schematic diagram of the location of the dam and bridge. [The schematic diagram of the setting position of the main component bridge. .............surface water.............infiltration well 3............groundwater layer 4 .... ........Infiltration material 5 ..... 'Infiltration well 6 of the well [...] Wellbore 7............ Volcanic layer 8 ............storage dam.........Ϊ:2 is the biological return hole of the first-layer livestock dam. 201233872 8-1-2... The lowest overflow port of the first layer of water storage dam in the dam is 8-2... The second layer of the dam in the dam is 8-2-1... water storage The biological return hole of the second layer of water storage dam in the dam is 8-2-2... The lowest overflow of the second layer of the dam in the dam is 8-3..... .... The third layer of water storage dam in the water storage dam is 8-3-1... The biological return hole of the third layer of water storage dam in the water storage dam is 8-3-2... The lowest overflow of the third layer of water storage dam in the dam is ............the level of the downstream of the dam is 10.........the permeate Permeable hole 11 .........