TW321724B - The automatic estimation method for underwater - Google Patents
The automatic estimation method for underwater Download PDFInfo
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、發明説明( 經濟部令央樣準局負工消费合作社印製 發明領域 本發明是關於-種伏流水之自 發明背景: 按’、水資源之合理_,向為世界各先進國家所重 視^以-水資源涵養不足、且其可用水源供應量不穩定 之國家’水資源之妥善應用實對其4發展與民生所需至 為重要。 本省之河川大都短且陡峭,山坡地之水土保持工作又 未見成效,水資源涵養能力不足,是以,地表水流量隨著 季節變化差異極大,且河川中下游多已被農工業污染,而 上游之集水區又為濫墾破壞,整體而言,本省地表水資源 之品質與可用量實為可慮。 相對於地表水而言,一般之地下水乃是水資源中質優 量穩的部份,其中又尤以河床中及河道附近之地下水(稱 之為「伏流水」)之質與量為最佳。一般而言,伏流水之 可使用量並不會像地表水一樣、隨乾濕季節之變化而有明 顯之流量改變,其流量穩定之特性,甚至於地表水進入枯 水期後,伏流水水位仍未大幅降低,且其水質經地層過濾 後亦優於地表水;是以,在此缺乏可用水源之時代,伏流 本纸張又度適用中國國家揉率(CNS ) Α4规格(210X297公釐) I . ------,-ιτ------^ I (請先閲讀背面之注意事項再填寫本頁) A 7 B7 五、發明説明(2 ) 水資源之開發,不失為在枯水期時, 水源之一。 号成為尋求替代 對於伏流水資源之開發,—般習知 法則研判可能之伏流水大流量區 去乃是依經驗 流水之抽取,·此-方法雖簡單易於進行,^式逕行伏 之抽取闕斷,在對地層結構了解不足之制 成無謂之勞力與時間浪費。 /卜谷易开/ 而較精進之伏流水資源開發方法’則是先進行大量之 河川斷面及流速制’以決定可能之地表水潛人地底成伏 流水之地區H測量河⑽面時係利用傳統水準測 量,所得之河麟面·乃如斷面高㈣^連續點連 接所構成’對河道深度變化大或豐水期河財位高科均 造成斷面制上很大㈣差,是以,此—伏流水資源開發 方法亦流於費力與精確度不足之現象β 再者,習知之伏流水資料觀測方法乃是進行間斷式的 水質與水位觀測,無法有效即時反應及預測伏流水取水區 之質與量問題,在使用枯水期邊際的水資源時,有其風險 存在。 經濟部中央橾準局貝工消费合作社印装 發明概述: 本發明之毛要目的’係在提供一種伏流水之自動估算 方法’藉整合地形、水質、及水文之即時量測及長期觀察 資料,有效估算並控制一伏流水取水區之可抽取量。 本發明之伏流水之自動估算方法,係先利用透地雷達 本紙張尺度遴用中ϋΗ家樣準(as) (21Qx297公嫌) A7 B7 五、發明説明( 豐g選定’之河床地形高程、河川雜及河床表層沈 積物、.且成’並利用雷達波反射影像快速量測河床斷面形 狀,間以配切収速量财得各㈣流量資料,求得各 斷面間流量的差異,以研判—潛在伏流水出現區域為一伏 流水取水區。 %. 接著,利用一實際觀測法長期觀測水位變化資料,找 出伏流水在枯水季及豐水季水位上昇和下降模式,以為預 測任何時期之伏流水水位變化情形,進而推估伏流水量的 變化趨勢。 於上述之步驟完成後,即行於伏流水取水區内建立一 抽水站及一主伏流水觀測點,以逕行伏流水之抽取及水位 及水質之即時檢測。 本發明之伏流水之自動估算方法,又包括一中央控制 點以將所蒐集之伏流水水位上昇和下降模式、及由主伏流 水觀測點所即時檢測之水位及水質資料整合運用,配合一 集水管取水公式、產生即時及預估之伏流水可抽取量數 值’再以所得之即時及預估之伏流水可抽取量數值評估即 時伏流水抽水量。 本發明諸多資訊之傳輸,乃是以至少一組之自動即時 傳輸系統來達成,不但能即時反應、並達到縮減人力之 功。 本發明之另一目的,乃在提供一種伏流水之自動估算 方法’以精確定位一潛在的伏流水可抽取區;其透地雷達 之運用’不但可同時測得何川之連續高程、水位及河床表 (請先閲讀背面之注意Ϋ項再填寫本頁) 、11 鯉濟部中央棣準局員工消費合作衽印製1. Description of the invention (The Ministry of Economic Affairs has ordered the Central Bureau of Samples and Printing to print the invention of the cooperative. Field of the Invention The present invention is about the self-inventing background of a kind of flowing water: according to the rationality of water resources, it should be valued by advanced countries in the world ^ To-a country with insufficient water conservation and unstable supply of available water, the proper application of water resources is essential to its development and livelihood needs. Most of the rivers and rivers in this province are short and steep, and soil and water conservation work on hillsides No results have been achieved. The water conservation capacity is insufficient. Therefore, the surface water flow varies greatly with the seasons, and the middle and lower reaches of the river have been contaminated by agro-industries. The quality and availability of surface water resources in this province are actually considered. Compared with surface water, the general groundwater is a part of water resources with high quality and stable quantity, especially the groundwater in the river bed and near the river ( The quality and quantity is the best. Generally speaking, the usable amount of the flowing water does not have the obvious flow with the change of dry and wet seasons like the surface water Change, the characteristics of its stable flow, even after the surface water enters the dry season, the level of the running water has not been greatly reduced, and its water quality is better than the surface water after the formation is filtered; therefore, in this era of lack of available water sources, the current flow The paper is again suitable for China National Rolling Rate (CNS) Α4 specification (210X297mm) I. ------, -ιτ ------ ^ I (Please read the precautions on the back before filling this page ) A 7 B7 V. Description of the invention (2) The development of water resources is one of the water sources during the dry season. The number has become an alternative to the development of the current water resources, and the general rule of law is to determine the possible large flow area of the current water. It is based on the experience of the extraction of water, although this method is simple and easy to carry out, the extraction of the ^ -type path is short, and it is a waste of labor and time that is made with insufficient understanding of the stratum structure. / 卜 谷 易 开 / And compare The advanced method of developing current water resources 'is to first carry out a large number of river cross-sections and velocity systems' to determine the potential surface water to dive into areas where the ground is prone to flowing water. H is used to measure the river ⑽ surface. The river is obtained by traditional leveling. Lin · It is as if the cross-section height is formed by continuous point connections. The large change in the depth of the river or the high-tech river level in the high water period causes a large difference in cross-section system. Therefore, this method of development of the current water resources also flows. Due to the lack of labor and precision β. Furthermore, the conventional method of observing the current water data is to conduct intermittent water quality and water level observations, which cannot effectively respond to and predict the quality and quantity of the water intake area of the current water. The margin of the dry season is used. Water resources, there are risks. The Ministry of Economic Affairs, Central Bureau of Industry and Commerce Beigong Consumer Cooperative Printed Invention Summary: The main purpose of the present invention is to provide an automatic estimation method of flowing water by integrating terrain, water quality, and The real-time measurement and long-term observation data of hydrology can effectively estimate and control the extractable volume of a voltaic water intake area. The automatic estimation method of the voltaic water according to the present invention first uses the paper standard of the ground penetrating radar to select the standard (As) (21Qx297 public) A7 B7 V. Description of the invention (Feng g selected the topographic elevation of the river bed, river complexes and surface sediments of the river bed, and formed and used thunder Fast-wave reflection measurement image bed section shape, with a cut between the yield rate to obtain the amount of the financial data for each traffic (iv), to obtain the difference between each of the flow section, judged to - water volt potential appears as a V region of the water intake zone. %. Next, use an actual observation method to observe the water level change data for a long time to find the rising and falling patterns of the water level in the dry season and the high season, in order to predict the change of the water level at any time, and then estimate the amount of the water flow Trend. After the above steps are completed, a pumping station and a main observation point are set up in the intake area of the running water to extract the running water and detect the water level and water quality in real time. The automatic estimation method of voltaic water of the present invention also includes a central control point to integrate and use the collected voltaic water level rise and fall modes, and the water level and water quality data detected by the main voltaic water observation point in real time, and cooperate with one episode The water pipe draw formula, generate real-time and estimated voltaic water drawable quantity value, and then use the obtained real-time and estimated voltaic water drawable quantity value to evaluate the real-time voltaic water drawable quantity. The transmission of a lot of information of the present invention is achieved by at least one set of automatic real-time transmission system, which can not only react in real time, but also reduce the manpower. Another object of the present invention is to provide an automatic estimation method of voltaic water 'to accurately locate a potential voltaic water extractable area; its use of ground penetrating radar' can not only measure the continuous elevation of Hechuan, water level and River bed table (please read the note Ϋ on the back before filling in this page), 11 Printed by the consumer cooperation cooperation of the Central Bureau of Industry and Commerce
五、發明説明(4 ) = 又可藉雷達波影像剖面,研餅道之 各類工程之進行與計算均有很大助益。、積之障況’對 水自==:精::隨;可長期運用之伏流 進;其甲之實際觀測法“之加而精 文資料、而更提高其伏流水水位上昇和下降模 f亦因此可有較可信之預估伏流水可抽取量Γ,以輔^ 使用伏流水量之研判。 值以辅助 本發明之再-目的,乃在提供一種 =估算方法,其自動即時傳輸系統之運用,不只可;時 反應伏流权雜,且錄水卿時 控制上、更是助益良多。 ^之自動 ▲為使f審查委員對於本發明能有更進一步的 認同,茲配合圖式作一詳細說明如后。 ’、 圖式之簡單說明: 經濟部中央標準肩貝工消费合作社印裝 係為本發明伏流水之自動估算方法之步驟示章 圖。 ’、 圖一 圖二係為本發明伏流水之自動估算方法之取水量估 流程圖。 圖三係為本發明伏流水之自動估算方法考慮水質因素 之取水量估算流程囷。 L本纸依纽ϋ用中Sg家揉準(CNS》Α4Λϊ^ (210x297公·)-------- s^1724 五、發明説明(5) 圖四係為海水淡水界面之地形剖面示意圖 本發明之伏流水之自動估算方法,乃為一整合地形、 水質、及水文即時量測及長期觀察結果、有效估算一伏流 水取水區之即時伏流水抽水量之方法β 如圖一所示,本發明之伏流水之自動估算方法、首先 係利用一地質探勘法決定一河段為伏流水取水區;於本發 明之最佳實施例中,該地質探勘法乃為一利用透地雷達之 斷面掃猫法;其運用步驟如下列: 1. 選定一河流為標的河川; 2. 以一透地雷達掃瞄標的河川以進行多數個河 流斷面、於不同時期下之河床地形高程、河 川水位、及河床表面沉積物組成等資料之量 測; 3. 再以一流速儀量測各斷面於該不同時期、不 同深度下之河川水流速資料; 經濟部中央揉準局貝工消费合作杜印装 4. 以積分法產生各斷面於不同時期下之河川斷 面流量; 5. 藉步驟4之資料’比較各斷面間河川流量之差 異’以決定地表水潛入河床沖積層之河段、 及可能之伏流水出現區域; 6. 再以可能之伏流水出現區域為伏流水取水 區0 本纸張尺度逋用中國因家搮率(CNS ) Α4规格(2丨0xW7公釐) A7 ---'__B7 五、發明説明(6 ) ~~~ ---- 於實際應用上,以透地雷達法進行河川斷面之探勘, 不僅可以獲得精確的河川斷面資訊,同時也可以獲得河床 沉積及淺層構造的資訊’因此若辅以適當之水位面的定位 測量將更有助於瞭解河道、橋墩堆積及沖刷的現象。 而於剛述步驟4中所提及之積分法計算河川斷面流量, 乃疋根據透地雷達影像剖面圖所繪製之河川斷面圖、再根 據所量測之河川斷面流速資料進行各斷面之流量積分求 得;而由各斷面流量的增減情形,即可判定地表水進入地 層成為伏流水或伏流水流出成為地表水之區域。 接著’本發明再利用一實際觀測法進行前述步驟所決 疋之伏流水取水區、於不同時期下之伏流水水位上昇及下 降模式;於本發明之最佳實施例卡’該實際觀測法之施行 程序乃如下列: 1. 於所決定之伏流水取水區内,選定多數個分 散位址,並於各位址上各設置一伏流水觀測 點; 2. 分別於不同之時期下,長期觀察並記錄各伏 流水觀測點之伏流水水位及流量變化關係; 3. 再以步驟2所得之各伏流水觀測點之伏流水水 位及流量變化關係,統計迴歸出此伏流水取 水區於不同時期下之伏流水水位上昇及下降 模式。 本纸張纽適用中國國家揉準(CNS ) A鳴(21〇><297公羞) i ----------It II (請先閲讀背面之注意事項再填寫本頁) 訂 經濟部中央樣準局貞工消费合作社印装 、發明説明(7) 而其中之伏流水觀測點乃可為一可逕行伏流水水位及 流篁變化之伏流水監測井;井址之考量乃以河川附近之河 床為主,其次再以河床鄰近區域為輔,聯合附近既有可觀 測地下水位的井作一小區域密集觀測,即可%合河川流量 測定’求出地表水流量與伏流水量之被補注&echarged) 與被流失(Discharged)關係;基本上,若能明顯表示受河 川水位影響的水井水位,即是一優良之伏流水監測井。 一般以時間之觀點而言,所謂被補注即當地層流入之 水量大於流出之水量’此時地下水位即上升;而被流失則 為流出水量大於流入水量,此時地下水位下降;若是於河 川之豐水期,則地表水及伏流水水位通常都保持在相對的 南點上。 而所述之不同時期下之伏流水水位上昇及下降模式可 以能反應其變化模式之反應曲線經驗式表示,其求取變化 模式之反應曲線經驗式之方法乃是於蒐集大量水位及流量 變化關係後,進行所蒐集資料之迴歸分析,並藉數學式將 各不同時期下之伏流水水位上昇及下降模式表示出來;例 如,於一枯水期中,可以一伏流水之流量變化的多項式, 來表示該枯水期伏流水水位之函數;而於另一豐水期時, 以另一伏流水之流量變化的多項式,來表示該豐水期伏流 水水位之函數。 /;1 經濟部中央棣準局貝工消費合作社印装 A7 五 --— 而若能利用長期水位紀錄統計分析,其所求得代表曲 線之可靠度就較佳;若是再能配合當地水利局觀測之資 料’則其預測近期水位變化之精度就更高。 於上述之探勘及觀測先導作業完成後,即可進行抽水 站位址之選定’該抽水站係設置於伏流水取水區中之—位 址’且於抽水站之相鄰適當位址再設置一主伏流水觀測 點;此一主伏流水觀測點亦可為上述諸伏流水監測井之 一 ’其設置目的乃是在適切地反應抽水站之伏流水之水位 及水質特性、並以一即時傳輸系統將所偵得之水位及水質 貧料即時傳輸至一中央控制點進行統計、分析、與計算; 般而§,只要是可將所偵得之水位及水質資料即時傳輸 至中央控制點者皆可為本發明之即時傳輸系統,例如一無 線電自動傳輸系統即是一優異之系統。 而所述之中央控制點於收到該主伏流水觀測點之水位 及水質資料後,即可立即根據主伏流水觀測點之即時水位 及水質資料、抽水站之設備資料(如集水管半徑及長 度)、地質參數(如地層透水係數、第一層含水層厚度、 及不透水層深度等)'及所統計不同時期下之伏流水:位 上昇及下降模式進行即時及預估之伏流水可抽取量計算。 而實際之即時伏流水抽水量’則是依據所求得之即時及預 估之伏流水可抽取量評估產生,例如伏流水抽取量若即時 計算之值大於預估之值,則取預估值為可抽取量,反之, 則以即時計算值為可抽取量,亦即二者取其少者為可 量。 (請先閲讀背面之注意事項再填寫本頁) 訂 線k!V. Description of the invention (4) = The radar image profile can also be used to perform and calculate various projects of the cake path. The accumulated obstacles' against the water ==: fine :: follow; the long-term use of the voltaic flow; the actual observation method of the "A" plus the literary data, and the voltaic water level rise and fall mode f Therefore, it is possible to have a more reliable estimate of the amount of voltaic water that can be extracted Γ to assist the research and judgment of the amount of voltaic water used. The value is to assist the re-purpose of the present invention is to provide a method of estimation, which is an automatic real-time transmission system, Not only can it be reflected; the current response is complicated, and the control is more helpful when recording the water. ^ The automatic ▲ In order to enable the reviewing committee to have further recognition of the present invention, I will make a detailed description with the drawings. The explanation is as follows. ', A brief description of the diagram: The Central Standard Shoulder Workers' Consumer Cooperative Printing Department of the Ministry of Economic Affairs is a step chart for the automatic estimation method of the Fushui water of the present invention. Flow chart of water intake estimation of automatic water estimation method. Figure 3 is the process of water intake estimation based on water quality factors in the automatic estimation method of the present invention. L This paper is used by the Chinese Sg family (CNS》 Α4Λϊ ^ (210x297g ) -------- s ^ 1724 V. Description of the invention (5) Figure 4 is a schematic diagram of the topographical profile of the seawater and freshwater interface. The automatic estimation method of the running water of the present invention is an integrated topography, water quality, and hydrology Real-time measurement and long-term observation results, a method for effectively estimating the instantaneous flowing water pumping volume of a flowing water intake area. As shown in FIG. 1, the automatic estimation method of flowing water of the present invention first determines a river by using a geological prospecting method The section is the area where the flowing water is taken. In the preferred embodiment of the present invention, the geological prospecting method is a cross-cat sweeping method using ground penetrating radar. Its application steps are as follows: 1. Select a river as the target river; 2. Scan the target river with a penetrating radar to measure the data of most river sections, the topography of the river bed at different periods, the water level of the river, and the composition of the sediment on the surface of the river bed; 3. Then use a flow meter Measure the river flow velocity data of each section at different periods and different depths; the Ministry of Economic Affairs Central Bureau of Accreditation Beigong Consumer Cooperation Du Printing 4. Use the integral method to generate river sections with different sections at different periods Discharge; 5. Use the data in step 4 to 'compare the difference in river flow between sections' to determine the section where the surface water dives into the alluvial layer of the river bed, and the possible occurrence area of the current water; Take water for the flowing water area 0 This paper scale uses the Chinese Inheritance Ratio (CNS) Α4 specification (2 丨 0xW7mm) A7 ---'__ B7 5. Description of the invention (6) ~~~ ---- in In practical application, the exploration of the river cross section by the ground penetrating radar method can not only obtain accurate information of the river cross section, but also obtain information of river bed deposition and shallow structure '. Therefore, if it is supplemented by the positioning measurement of the appropriate water level It will be more helpful to understand the accumulation of rivers and piers and the phenomenon of erosion. The integration method mentioned in step 4 mentioned above is used to calculate the flow of the river cross section, which is a river cross section drawing based on the ground penetrating radar image profile 、 According to the measured flow velocity data of the river section, the flow integral of each section is obtained; and from the increase and decrease of the flow rate of each section, it can be judged that the surface water enters the stratum to become the flowing water or the flowing water flows out to become the surface water District area. Then "the present invention uses an actual observation method to perform the rising and falling modes of the current water intake area determined by the preceding steps, and the current water level at different periods; in the best embodiment of the present invention" the actual observation method The implementation procedures are as follows: 1. In the determined water intake area, select a large number of scattered locations, and set up one water observation point on each site; 2. Observe and Record the relationship between the current level and flow rate of each current observation point; 3. Then use the relationship between the current level and flow rate of each current observation point obtained in step 2 to statistically return the current water intake area under different periods. Patterns of rising and falling water levels in the running water. This paper button is suitable for China National Standardization (CNS) A Ming (21〇 < 297 public shame) i ---------- It II (Please read the precautions on the back before filling this page ) Ordered by the Central Sample Bureau of the Ministry of Economic Affairs, printed and invented (7), and the observing point of the voltaic water can be a voltaic water monitoring well that can change the level and flow of the vortex water; consideration of the well site It is mainly based on the river bed near the river, followed by the adjacent area of the river bed as a supplement, combined with the wells where the groundwater level can be observed nearby to make a small area of intensive observation, you can measure the flow of the surface water and the current &Amp; echarged) the relationship between the amount of water and the discharged (Discharged); basically, if it can clearly indicate the water level of the well affected by the river water level, it is an excellent voltaic monitoring well. Generally speaking from a time point of view, the so-called recharge is that the amount of water flowing into the stratum is greater than the amount of water flowing out. At this time, the groundwater level rises; while the loss is that the amount of outflow water is greater than the amount of inflow water, and the groundwater level drops at this time; During the high water period, the surface water and prone water levels are usually maintained at the relative south point. And the rising and falling modes of the water level under different periods mentioned above can reflect the reaction curve empirical expression of the change mode. The method of obtaining the reaction curve empirical formula of the change mode is to collect a large number of changes in the relationship between water level and discharge After that, perform a regression analysis of the collected data, and use mathematical formulas to express the rising and falling patterns of the flowing water level in different periods; for example, in a dry period, a polynomial of the change of the flowing water flow rate can be used to express the It is a function of the water level of the current during the dry season; while in another water season, the polynomial of the flow rate of the other water is used to express the function of the water level of the current during the water season. /; 1 Printed A7 V of the Beigong Consumer Cooperative of the Central Bureau of Economic and Social Affairs of the Ministry of Economic Affairs-and if the statistical analysis of long-term water level records can be used, the reliability of the representative curve obtained by it is better; if it can cooperate with the local water conservancy bureau Observed data 'is more accurate in predicting recent changes in water level. After the above-mentioned exploration and observation pilot operations are completed, the location of the pumping station can be selected. 'The pumping station is set at the address in the water intake area of the flowing water. The main observing point of flowing water; this main observing point of flowing water can also be one of the above-mentioned monitoring wells. Its purpose is to appropriately reflect the water level and water quality characteristics of the flowing water of the pumping station and transmit it in an instant The system transmits the detected water level and poor water quality materials to a central control point for statistics, analysis, and calculation in real time; generally, as long as it can transmit the detected water level and water quality data to the central control point in real time It can be the instant transmission system of the present invention, for example, a radio automatic transmission system is an excellent system. After receiving the water level and water quality data from the main observing point, the central control point can immediately refer to the real-time water level and water quality data of the main observing point and the equipment information of the pumping station (such as the radius of the collecting pipe and Length), geological parameters (such as the formation permeability coefficient, the thickness of the first aquifer, and the depth of the impermeable layer, etc.) 'and the statistics of the running water in different periods: the real-time and estimated running water can be estimated by the rising and falling mode Extraction volume calculation. The actual real-time current pumping volume 'is based on the obtained real-time and estimated current pumping volume assessment. For example, if the real-time calculation volume is greater than the estimated value, the estimated value It is an extractable amount, otherwise, the immediate calculation value is the extractable amount, that is, the lesser of the two is the measureable amount. (Please read the precautions on the back before filling in this page) Order line k!
A7 B7 ^1724 五、發明説明(3 ) 一俟產生’時伏流水财量後,職由— 系統將即時伏流水脉量f._時傭至抽水站,輸 控制伏流水之抽取作業;同樣地,只要是可將資料= 輸至抽水站者f可為本發明之自動傳齡統,例如一 電自動傳輸系統即是一優異之系統。 至於刖述即時及預估之伏流水可抽取量之產生方式, 則可以同—集水管取水公式轉,_水管取水公式係7為A7 B7 ^ 1724 V. Description of the invention (3) As soon as the 'hourly running water' wealth is generated, the job will be sent to the pumping station by the system to transfer the instantaneous running water pulse volume f._ hourly to the pumping station to control the drawing operation of the running water; the same In fact, as long as the data can be transmitted to the pumping station, f can be the automatic age distribution system of the present invention. For example, an electric automatic transmission system is an excellent system. As for the description of the real-time and estimated generation method of the drawable amount of voltaic water, it can be transferred to the same as the water pipe intake formula, and the _water pipe intake formula is 7 as
Q log 0.5k(H2~h2) + l) /Q log 0.5k (H2 ~ h2) + l) /
a) 7tr 式中,(?為取水區之伏流水可抽取量; 左為取水區主伏流水觀測點地層之透水係數; 沒為主伏流水觀測點地層第一層含水層厚度; 力為主伏流水觀測點伏流水水面至不透水層深 度; X為影響圈半徑(以2〇〇公尺計算); ’為抽水站之集水管半徑;及 :為抽水站之集水管長度(以抽水站處之河川寬 度計算)。 其中’若為計算即時之伏流水可抽取量,則式(1)中之A 係以即時之主伏流水觀測點伏流水水面至不透水層深度計 尊 經 濟 部 中 央 m 準 局 貝 工 合 作 社 印 策 經濟部中央標準局貝工消费合作社印製 A7 B7 五、發明説明(/〇 ) ——— 算’·而,若是為估算預估之伏流水可抽取量,則式G) 中之A係以預估之主伏流水觀測點伏流水水面至不透水層 深度計算,此一預估之主伏流水觀測點伏流水水面至不透 水層深度乃依前述不同時期下之伏流水水位上昇及下降模 式評估而來。 ' 而前述之程序中,若是該抽水站是設於一水質決無問 題之地、或是伏流水水質為一可忽略之抽水因素,則其即 時伏流水抽水量之產生可由圖二所示之流程評估;此時, 該水質資料即非必要,故可於上述之主伏流水觀測點之蒐 集資料中略去水質資料之偵測。 反之’若是該水質資料在評估過程中係為必要,則其 即時伏流水抽水量之評估流程即可如圖三所示。一般而 言’選用何因素為應偵測之水質資料,係視該抽水之目的 是為何種用途而定(例如公共給水、農業用水、工業用 水、水產生物及野生物用水、及娛樂用水),或考慮環境 所設水質標準因素(例如是否造成海水入侵'水質鹽化等 因素)’皆各有其適合水質之評估因素β 如圖三所示之流程,該主伏流水觀測點之水質資料包 括一水質資料及一水量資料;水質資料屬於一較嚴格之水 質標準’因此在檢測到該水質資料數值不符合水質資料之 標準時’該中央控制點以一立即傳輸系統輸出一控制訊號 至抽水站’逕行停止伏流水之抽取作業,但該主伏流水觀 測點之偵測作業則能繼續進行,以因應若是該水質不符之 (請先閲讀背面之注意ί項再填寫本頁) -訂a) In the 7tr formula, (? is the volume of water that can be extracted in the water intake area; the left is the permeability coefficient of the stratum at the main water observation point in the water intake area; the thickness of the first aquifer in the stratum that is not the main water observation point; Observation point of flowing water to the depth of the impervious layer; X is the radius of the influence circle (calculated at 200 meters); 'is the radius of the collecting pipe of the pumping station; and: is the length of the collecting pipe of the pumping station (using the pumping station The width of the river at the location is calculated.) Where 'If it is to calculate the real-time drawable amount of current, the A in formula (1) is based on the current main current observation point and the depth of the impervious layer to the center of the Ministry of Economy m The quasi-bureau shell industry cooperatives printed by the Ministry of Economic Affairs Central Standards Bureau shell industry consumer cooperatives printed A7 B7 V. Description of the invention (/ 〇) ——— Calculate and if it is to estimate the estimated amount of water that can be withdrawn, then (Formula G) A is calculated from the estimated depth of the main flowing water observation point to the impervious layer. The estimated depth of the main flowing water observation point to the impervious layer is based on the previous period. Running water The water level rise and fall patterns are evaluated. 'In the foregoing procedure, if the pumping station is located in a place with no problem in water quality, or if the quality of the running water is a negligible pumping factor, the real-time pumping volume of the running water can be generated as shown in Figure 2. Process evaluation; at this time, the water quality data is not necessary, so the detection of water quality data can be omitted in the collected data of the main observing point of running water. Conversely, if the water quality data is necessary during the assessment process, the assessment process of the real-time pumping water flow can be shown in Figure 3. Generally speaking, what factors to choose is the water quality data that should be detected, depending on the purpose of the pumping purpose (such as public water supply, agricultural water, industrial water, aquatic and wild water, and recreational water), Or consider the water quality standard factors set by the environment (such as whether it causes seawater intrusion 'water quality salinization and other factors)' each have its own suitable evaluation factors for water quality. Β The process shown in Figure 3, the water quality data of the main observation point of running water includes A water quality data and a water quantity data; the water quality data belongs to a more stringent water quality standard. Therefore, when it is detected that the value of the water quality data does not meet the standards of the water quality data, the central control point outputs a control signal to the pumping station with an immediate transmission system. The operation of stopping the flowing water is stopped, but the detection operation of the main flowing water observation point can continue to deal with if the water quality is inconsistent (please read the note on the back and fill in this page) -subscribe
A 本紙張认賴中ΗΗ家縣(CNS ) A4«UM 21GX297公釐)A This paper is recognized in the middle county (CNS) A4 «UM 21GX297mm)
A 五、發明説明(/ / ) 情況只是—暫時之現象,則可於狀況解除後,立即恢復伏 流水抽取作業。 而若是水質資料數值符合水質資料之標準, 時伏流水可抽取量之計算;接著、或於同時,再 資料之比對工作。若是,水量資料數值不符會水量資料之 標準時’則該中央控制點即以一立刻傳輸系統輸出一控制 訊號至抽水站,逕行以一定比例縮小該抽水站之即時伏流 尺抽水量右疋該水量資料數值符合水量資料之標準時, 則依前述程序進行預估之伏流水可抽取量之評估。而一定 比例可為m,其數值乃可一可變之參數,用以在水量^ 料不符標準之情形下,逐漸減低抽水量之速率。 之後,則是即依據所求得之即時及預估之伏流水可抽 取量評估產生實際之即時伏流水抽水量,並將即時伏流水 抽水量傳輪至抽水站以逕行控制該抽水作業。 於本發明之最佳實施例中,其中之水質資料係為一伏 線 π j導電度及海水入侵與否之資料;而水量資料則為預估 抽水量❶ 經濟部中央棣準局貝工消费合作杜印装 ,檢測該水質資料數值是否符合水質資料之標準之方 法’係為轉麟权導電度,而導電狀縣乃 若是伏流水之導電度大於_ ’則極有可能該取; 區已遭金屬巧染、或是含鹽度太高’已非為-可用之取水 源;而若是伏流水之導電度小於6_,則稱 值 符合水質資料之標準,此標準可依不同需求來設數值A Fifth, the description of the invention (/ /) The situation is only a temporary phenomenon, and the pumping operation can be resumed immediately after the situation is lifted. If the value of the water quality data meets the standards of the water quality data, the calculation of the amount of water that can be extracted per hour; then, or at the same time, the comparison of the data is performed. If yes, if the water data value does not match the standard of water data, then the central control point will output a control signal to the pumping station with an immediate transmission system, and the runway will reduce the real-time voltmeter pumping amount of the pumping station by a certain percentage. When the value meets the standard of the water quantity data, the estimation of the estimated drawable water flow is carried out according to the aforementioned procedure. A certain ratio can be m, and its value is a variable parameter, which is used to gradually reduce the pumping rate when the amount of water does not meet the standard. After that, it is based on the obtained real-time and estimated pumpable water volume to estimate the actual real-time pumping water volume, and the real-time pumping water volume is transferred to the pumping station to control the pumping operation. In the preferred embodiment of the present invention, the water quality data is a one-volt line π j conductivity and whether seawater intrusion or not; and the water volume data is the estimated pumping volume ❶ Central Bureau of Economic Affairs, Ministry of Economic Affairs shellfish consumption cooperation Du Yinzhuang, the method of detecting whether the value of the water quality data meets the standards of the water quality data is 'converted to the right conductivity, and the conductive county is most likely to be taken if the conductivity of the flowing water is greater than _'; the area has been affected Metal clever dyeing, or too high salinity is no longer an available water source; if the conductivity of the flowing water is less than 6_, the value meets the standard of water quality data. This standard can be set according to different needs.
( cns ) A7 321724 五、發明説明(/2 ) 檢測水量資料數值是否符合水量標準條件之標準方 法,係檢測取水區是否已遭海水入侵;如圖四所示,其中 之F係為伏流水之水位面、a為淡水區、c為平均海平面' b 為不透水層、及E為海水與淡水之理論界面線(或稱為蓋 本曲線),而海水入侵與否之界面深度計算係為 (2) 式中’ 係為平均海平面C至蓋本曲線e之距離; 夕係為一密度參數;及 係為該主伏流水觀測點之伏流水水面F至平均 海平面C之距離。 而式(2)令之户乃為 j ii-— {請先聞讀背面之注意事項再填寫本頁) 『訂 β r st - (3) ·": 經濟部中央橾準局貝工消费合作社印裂 式中,L係為淡水之密度;及 rst係為海水之密复。 •般而言,密度參數Θ大都介於37至45之間 於海水入侵之判定中,若是於一地由&所推算出之 值接近或小於該地之力值者,則可能有海水入侵之玎 本纸張尺度適用中國國家揉準(CNS ) A4规格(210X297公釐)(cns) A7 321724 V. Description of the invention (/ 2) The standard method for detecting whether the water quantity data meets the standard conditions of the water quantity, is to detect whether the water intake area has been invaded by seawater; as shown in Figure 4, where F is the current The water level plane, a is the fresh water area, c is the average sea level, b is the impermeable layer, and E is the theoretical interface line (or known as the cover curve) of sea water and fresh water, and the calculation of the interface depth of sea water intrusion is: (2) where 'is the distance from the average sea level C to the cover curve e; X is the density parameter; and is the distance from the surface F of the main current observation point to the average sea level C. The formula (2) makes the household as j ii --- (please read the precautions on the back and then fill in this page) 『定 β r st-(3) · ": Ministry of Economic Affairs Central Bureau of Industry and Fisheries Consumption In the cooperative cracking type, L is the density of fresh water; and rst is the dense recovery of seawater. • In general, the density parameter Θ is mostly between 37 and 45 in the determination of seawater intrusion. If the value deduced by & in a place is close to or less than the force value of the place, there may be seawater intrusion The size of this paper is suitable for China National Standard (CNS) A4 (210X297mm)
A7 ______B7 五1明説明(〇 ~" " -- 月b,疋以可以^與力之關係式作為合乎水量之標準條 件,例如即可以22〇/?作為合乎水量標準條件之一。 而標準條件之二,即是利用水位上昇和下降模式求出 一預估伏流水可抽取量,若水位屬於上昇狀態,則採上昇 模式產生預估伏流水可抽取量’反之,則採取下降模式預 估伏流水可抽取量;不論上昇或下降狀態,均取即時伏流 水可取取量及預估伏流水可抽取量之較少者為即時伏流^ 之抽水量;亦即,若是一地之伏流水合乎、且其 即時伏流水可抽取量小於預估伏流水可抽取量者,即可以 其即時計伏流水可抽取量作為即時伏流水抽取量。 依前所述之本發明施行步驟,不但可有效利用伏流水 資源,且其無線電自動傳輪系統之整合運用,不只可即時 反應伏流水之狀態,且在抽水站即時伏流水抽水量之 控制上、更是助益良多。 I - ^-- (請先聞讀背面之注意事項再填寫本頁) 經濟部中央樣準局貝工消費合作社印製 以上所述係利用一較佳實施例詳細說明本發明,而非 標準本發明H *且熟知摘技藝人士皆能明瞭,適 當而作些微的改變及調整’仍將不失本發明之要義所在, 亦不脫離本發明之精神和範圍;例如,以現今之科技條件 下’所述之河職量量耻、實際觀耻、及量測該主伏 流水觀測點之㈣錢水雜、水#料、及水量資料之 方法皆可以一衛星探測法實行不緯。A7 ______B7 51 explanation (〇 ~ " "-month b, you can use the relationship between ^ and force as the standard condition for water volume, for example, you can use 22〇 /? As one of the standard conditions for water volume. The second standard condition is to use the water level rise and fall mode to find an estimated voltaic water drawable. If the water level is in the rising state, the ascent mode produces the estimated voltaic water drawable. Estimated drawable water flow; regardless of the ascending or descending state, the lesser the current drawable water drawable amount and the estimated drawable water drawable amount are the immediate draw current ^ pumped volume; that is, if it is a local drawdown water In accordance with the requirement, and the instantaneous drawable water drawable amount is less than the estimated drawable water drawable amount, the real-time drawable water drawable amount can be used as the real-time drawable water drawable amount. The use of current water resources, and the integrated use of its radio automatic transmission system, can not only immediately reflect the state of the current water, but also control the real-time water pumping volume of the pumping station. It helps a lot. I-^-(please read the precautions on the back and then fill out this page) Printed by the Ministry of Economic Affairs, Central Bureau of Standards and Technology, Beigong Consumer Cooperative. The above is a detailed description of the invention using a preferred embodiment. Rather than the standard invention H *, and those skilled in the art of picking can understand, appropriate and slight changes and adjustments will still lose the gist of the invention, and will not deviate from the spirit and scope of the invention; for example, in the present Under the scientific and technological conditions, the method of measuring the amount of shame, the actual observation of shame, and the method of measuring the money, water, and water data at the main observation point can be implemented by a satellite detection method. latitude.
-In 1^1 · ^^1 mmmu iai 321724 Μ Β7 五、發明説明(外)綜上所述,本發明實施之具體性,誠已符合專利法中 所規定之發明專利要件,謹請貴審查委員惠予審視,並 賜准專利為禱。 (請先閲讀背面之注意事項再填寫本頁) 裝. 訂 經濟部中央樣準局負工消费合作社印製 本紙張尺度適用中國8家揉準(CNS ) Α4规格(210><297公釐)-In 1 ^ 1 · ^^ 1 mmmu iai 321724 Μ Β7 Fifth, the description of the invention (outside) In summary, the specificity of the implementation of the present invention has been in accordance with the requirements of the patent for invention specified in the Patent Law, please review it The committee members will benefit from the review and grant the patent as a prayer. (Please read the precautions on the back and then fill out this page). Packing. This paper is printed by the Central Prototype Bureau of the Ministry of Economic Affairs. This paper is printed in accordance with the specifications of 8 Chinese standards (CNS) Α4 (210 > < 297mm )
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TWI619961B (en) * | 2015-12-28 | 2018-04-01 | 逸奇科技股份有限公司 | An estimating method of groundwater level |
TWI619962B (en) * | 2015-12-28 | 2018-04-01 | 逸奇科技股份有限公司 | An estimating method of hydrological parameters |
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TWI619961B (en) * | 2015-12-28 | 2018-04-01 | 逸奇科技股份有限公司 | An estimating method of groundwater level |
TWI619962B (en) * | 2015-12-28 | 2018-04-01 | 逸奇科技股份有限公司 | An estimating method of hydrological parameters |
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Acworth et al. | Mapping of the hyporheic zone around a tidal creek using a combination of borehole logging, borehole electrical tomography and cross-creek electrical imaging, New South Wales, Australia | |
Eberts et al. | Regional ground-water flow and geochemistry in the Midwestern basins and arches aquifer system in parts of Indiana, Ohio, Michigan, and Illinois | |
Tait et al. | Estimating submarine groundwater discharge in a South Pacific coral reef lagoon using different radioisotope and geophysical approaches | |
Wang et al. | Investigating spatial variability of vertical water fluxes through the streambed in distinctive stream morphologies using temperature and head data | |
Acworth et al. | Runoff and focused groundwater-recharge response to flooding rains in the arid zone of Australia | |
Gravelle | 3.3. 5. Discharge Estimation: Techniques and Equipment | |
Cui et al. | Response of groundwater level and surface-water/groundwater interaction to climate variability: Clarence-Moreton Basin, Australia | |
Dochartaigh et al. | Groundwater-glacier meltwater interaction in proglacial aquifers | |
TW321724B (en) | The automatic estimation method for underwater | |
Arunbabu et al. | Sedimentation and internal phosphorus loads in Krishnagiri Reservoir, India | |
Wiederhold et al. | Hydrogeophysical characterization of freshwater/saltwater systems–case study: Borkum Island, Germany | |
Greene et al. | Hydrogeologic characterization of the Minnelusa and Madison aquifers near Spearfish, South Dakota | |
Vandenbohede et al. | Fresh-salt water distribution in the central Belgian coastal plain: an update | |
Hamilton | Mass balance and accumulation rate across Siple Dome, West Antarctica | |
Balouin et al. | Longshore sediment movements from tracers and models, Praia de Faro, South Portugal | |
Cross et al. | The East Kent Chalk Aquifer during the 1988‐92 Drought | |
Yu et al. | Detecting groundwater sources for water supplies using magnetic resonance sounding in arid areas with scarce hydrogeological data: a case study on the Mongolian Plateau | |
Jain et al. | Assessment of reservoir sedimentation using remote sensing | |
Unland et al. | Investigating the spatio-temporal variability in groundwater and surface water interactions: a multi-technical approach. | |
Gentry et al. | Characterization Of Ground Water Flow From Spring Discharge In A Crystalline Rock Environment 1 | |
FitzGerald et al. | A steady-state groundwater flow model for the Des Moines River alluvial aquifer near Prospect Park, Des Moines, Iowa | |
Islam et al. | Riverbank Erosion: A Natural Process |