TWM592462U - Multi-stage concentric circular well pipe device - Google Patents
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Abstract
本創作係包括一中央圓管部及一第一同心環狀部。中央圓管部具有一中央通道、一中央取樣開口(井篩)及一中央長度。中央取樣開口連通中央通道,並鄰近中央圓管部之底部。第一同心環狀部套設於中央圓管部外緣,並具有一第一環管長度,其小於中央長度。第一同心環狀部沿中央圓管部外緣設複數第一環通道;每一第一環通道具有一第一環管取樣開口,複數第一環管取樣開口係根據預先檢測之含水層所在位置,而依序開設於第一同心環狀部。藉此達成最低裝設成本之多階同心圓式井管裝置。故,本案兼具可得到高精確度之地下水分層取樣數據,及鑿井之性價比較高等優點。This creative department includes a central circular tube part and a first concentric ring part. The central round tube part has a central channel, a central sampling opening (well screen) and a central length. The central sampling opening communicates with the central channel and is adjacent to the bottom of the central circular tube. The first concentric annular portion is sleeved on the outer edge of the central circular tube portion, and has a length of the first annular tube, which is less than the central length. The first concentric annular portion is provided with a plurality of first ring channels along the outer edge of the central circular tube portion; each first ring channel has a first ring tube sampling opening, and the plurality of first ring tube sampling openings are based on the location of the pre-detected aquifer The position is sequentially opened in the first concentric ring portion. In this way, a multi-stage concentric circular well tube device with the lowest installation cost is achieved. Therefore, this case has the advantages of obtaining high-precision stratified groundwater sampling data, and the high cost performance of well drilling.
Description
本創作係一多階同心圓式井管裝置,尤指一種兼具可得到高精確度之地下水分層取樣數據,及鑿井之性價比較高之多階同心圓式井管裝置。This creation is a multi-stage concentric circular well tube device, especially a multi-stage concentric circular well tube device that can obtain high-precision stratified groundwater sampling data and cost-effective well drilling.
環境水質之監測範圍包括:河川、水庫、海域、地下水等等。由於地下水蘊藏於地表以下,參閱第6圖,舉例來說,由地表向地下依序為一第一不透水層ZA、一第一含水層Z1、一第二不透水層ZB、一第二含水層Z2、一第三不透水層ZC及一第三含水層Z3。如此,在地表上並無法直接監測任一含水層內之地下水。傳統之地下水監測作法是先由地面向下鑿井再置入井管,以抽取某一深度含水層處之地下水。假設其中之一井W1之底部開口位置是距地表大約50公尺處之該第二含水層Z2,而另一井W2之底部開口位置是距地表大約80公尺處之該第三含水層Z3。 工作人員(例如:研究人員或監測員)即可利用現有之汲水或抽水設備,分別由地表連通至該第二含水層Z2及該第三含水層Z3。而分別取得該第二含水層Z2及該第三含水層Z3之地下水,並進行後續之研究或分析工作。假設某一工廠違法排放污染物至地下大約45公尺處之含水層(污染該第二含水層Z2之地下水),則抽取該井W1即可得知該第二含水層Z2之地下水已被污染。然而,此種傳統作法之缺點是要監測一個含水層就要鑿一井,鑿井成本高且鑿井用地相對需求大。 傳統上還有另一種作法,在此簡稱「單井多管法」,是在一口井中,同時置入多支井管,參閱第7圖,單一口井中裝有七支不同深度之井管,假設其中有三支管之深度為地下60公尺、地下70公尺及地下80公尺(分別標示為第一汲水深度Q1、第二汲水深度Q2及第三汲水深度Q3),則可分別抽到這三個深度之含水層內的地下水,其他井管之作業方式依此類推。但,此種傳統作法之缺點是要多個井管均為獨立管線,由地面至最深處均為同一口徑,因此鑽井孔徑大,開鑿成本較高,且多個井管在置入深井時,也可能有歪斜或擠毀之問題。 有鑑於此,必須研發出可解決上述習用方法缺點之技術。 The monitoring scope of environmental water quality includes: rivers, reservoirs, sea areas, groundwater, etc. Since groundwater is buried below the surface, see Figure 6. For example, from the surface to the ground are a first impermeable layer ZA, a first aquifer Z1, a second impermeable layer ZB, a second water Layer Z2, a third impermeable layer ZC and a third aquifer Z3. As such, the groundwater in any aquifer cannot be directly monitored on the surface. The traditional groundwater monitoring method is to drill a well from the ground and then place a well pipe to extract groundwater at a certain depth of aquifer. Suppose that the opening of the bottom of one of the wells W1 is the second aquifer Z2 approximately 50 meters from the surface, and the opening of the bottom of the other well W2 is the third aquifer Z3 approximately 80 meters from the surface . Workers (for example, researchers or monitors) can use existing pumping or pumping equipment to connect from the surface to the second aquifer Z2 and the third aquifer Z3, respectively. Obtain the groundwater of the second aquifer Z2 and the third aquifer Z3 respectively, and carry out subsequent research or analysis. Assuming that a factory illegally discharges pollutants to the aquifer about 45 meters underground (the groundwater that contaminates the second aquifer Z2), the well W1 can be extracted to know that the groundwater of the second aquifer Z2 has been contaminated . However, the disadvantage of this traditional approach is that it requires drilling a well to monitor an aquifer. The cost of drilling wells is high and the demand for drilling wells is relatively high. Traditionally, there is another method, referred to herein as "single well multi-tube method", in which multiple well tubes are placed in one well at the same time. Refer to Figure 7, a single well is equipped with seven well tubes of different depths. Assuming that there are three pipes with a depth of 60 meters underground, 70 meters underground and 80 meters underground (respectively marked as the first pumping depth Q1, the second pumping depth Q2 and the third pumping depth Q3), then The groundwater in the aquifers of these three depths is pumped, and other well pipes are operated in the same way. However, the disadvantage of this traditional method is that multiple well pipes are independent pipelines, all of which have the same diameter from the ground to the deepest part, so the drilling diameter is large and the cost of excavation is high. When multiple well pipes are placed in deep wells, There may also be problems with skew or crushing. In view of this, it is necessary to develop a technology that can solve the shortcomings of the above-mentioned conventional methods.
本創作之目的,在於提供一多階同心圓式地下水井管裝置,其兼具可得到高精確度之地下水分層取樣數據,及鑿井之性價比較高等優點。特別是,本創作所欲解決之問題係在改善傳統裝置要監測一個深度的含水層就要鑿一井,鑿井成本高且鑿井用地需求大之缺點。另種「單井多管法」需要多個井管均為獨立管線,單一井管由地面至最深處均為同一口徑,多管導致鑽井口徑大,相對開鑿成本較高,且多支井管在置入同一口井時,也可能發生歪斜或擠毀等問題。 解決上述問題之技術手段係提供一種多階同心圓式井管裝置,其包括: 一中央圓管部,係具有一中央通道、一中央頂部開口、一中央取樣開口、一中央長度及一中央外徑,該中央取樣開口係對應連通該中央通道,並鄰近該中央圓管部之底部; 一第一同心環狀部,係一體的環繞設置於該中央圓管部外緣,該第一同心環狀部係具有一第一環頂部開口、複數第一間隔部、一第一環管長度及一第一環外徑;該第一環頂部開口係鄰近該中央頂部開口,該複數第一間隔部係沿該中央圓管部外緣分隔出複數個第一環通道;該每一第一環通道係具有一第一環管取樣開口,該每一第一環管取樣開口係根據預先檢測之含水層所在位置,而依序開設於該第一同心環狀部;該中央長度係大於該第一環管長度,該第一環外徑係大於該中央外徑;藉此,以該中央圓管部及該第一同心環狀部之同心圓結構,達成最低裝設成本之多階同心圓式地下水抽取管裝置。 本創作之上述目的與優點,不難從下述所選用實施例之詳細說明與附圖中,獲得深入瞭解。 茲以下列實施例並配合圖式詳細說明本創作於後: The purpose of this creation is to provide a multi-stage concentric circular groundwater well pipe device, which has the advantages of obtaining high-precision stratified groundwater sampling data, and the high cost performance of well drilling. In particular, the problem to be solved by this creation is to improve the traditional device to monitor a depth of aquifer, it is necessary to dig a well, the disadvantage of high drilling cost and large demand for drilling land. Another "single well multiple pipe method" requires multiple well pipes to be independent pipelines. The single well pipe has the same diameter from the surface to the deepest part. Multiple pipes result in a large drilling diameter, which is relatively expensive to excavate, and multiple well pipes When placed in the same well, problems such as deflection or crushing may also occur. The technical means to solve the above problem is to provide a multi-stage concentric circular well tube device, which includes: A central circular tube portion has a central channel, a central top opening, a central sampling opening, a central length and a central outer diameter. The central sampling opening is corresponding to the central channel and is adjacent to the central circular tube portion bottom; A first concentric ring portion is integrally arranged around the outer edge of the central circular tube portion, the first concentric ring portion has a first ring top opening, a plurality of first spacers, and a first ring tube length And a first ring outer diameter; the top opening of the first ring is adjacent to the central top opening, the plurality of first spacers separates a plurality of first ring channels along the outer edge of the central circular tube portion; each first The ring channel has a first ring tube sampling opening, and each first ring tube sampling opening is sequentially opened in the first concentric ring portion according to the position of the pre-detected aquifer; the central length is greater than the The length of the first ring tube, the outer diameter of the first ring is greater than the central outer diameter; thereby, the multi-level concentricity of the lowest installation cost is achieved by the concentric circle structure of the central circular tube portion and the first concentric ring portion Round groundwater extraction pipe device. It is not difficult to gain an in-depth understanding from the detailed description and drawings of the selected embodiments below for the above purpose and advantages of this creation. The following examples and drawings are used to explain this creation in detail:
參閱第1A及第2圖,本創作係為一多階同心圓式井管裝置,其第一實施例係包括:
一中央圓管部10,係具有一中央通道11、一中央頂部開口12、一中央取樣開口13、一中央長度LA及一中央外徑D1,該中央取樣開口13係對應連通該中央通道11,並鄰近該中央圓管部10之底部。
一第一同心環狀部20,係一體的環繞設置於該中央圓管部10外緣,該第一同心環狀部20係具有一第一環頂部開口20A、複數第一間隔部20B、一第一環管長度LB及一第一環外徑D2。該第一環頂部開口20A係鄰近該中央頂部開口12,該複數第一間隔部20B係沿該中央圓管部10外緣分隔出複數個第一環通道21。該每一第一環通道21係具有一第一環管取樣開口211,該每一第一環管取樣開口211係根據預先檢測之含水層所在位置,而依序開設於該第一同心環狀部20(參閱第3B、第3C、第3D、第3E、第3F及第3G圖)。該中央長度LA係大於該第一環管長度LB;該第一環外徑D2係大於該中央外徑D1。
藉此,以該中央圓管部10及該第一同心環狀部20之同心圓結構,達成最低裝設成本之多階同心圓式地下水抽取管裝置。
實務上,該中央取樣開口13可為底孔結構、側孔結構其中一者。
當為底孔結構(如第1A圖所示,即本案之第一實施例),該中央取樣開口13係直接位於該中央通道11之底部。
當為側孔結構(如第1B圖所示,即本案之第二實施例),該中央取樣開口13係開設於該中央圓管部10之管壁,且以鄰近該中央圓管部10之底部為較佳。
又,該中央取樣開口13及該第一環管取樣開口211,皆可為圓孔結構(如第1A及第1B圖所示)、複數長條孔結構其中至少一者(如第1C圖所示,即本案之第三實施例)。此外,該複數長條孔結構係可由一般之鋸子鋸切而得,一方面易於加工,另一方面此複數長條孔結構也有優異之擋泥功效。
參閱第4、第5A、第5B及第5C圖,係本創作之第四實施例,其與第一(第二)實施例之差異處,係在於又包括:
一第二同心環狀部30,係一體的環繞設置於該第一同心環狀部20外緣,該第二同心環狀部30係具有一第二環頂部開口30A、複數第二間隔部30B、一第二環管長度LC及一第二環外徑D3。該第二環頂部開口30A係鄰近該第一環頂部開口20A,該複數第二間隔部30B係沿該第一同心環狀部20外緣分隔出複數個第二環通道31。該每一第二環通道31係具有一第二環管取樣開口311,該每一第二環取樣開口311係根據預先檢測之含水層所在位置,依序開設於該第二同心環狀部30。該第一環管長度LB係大於該第二環管長度LC;該第二環外徑D2係大於該第一環外徑D1。
本創作可包括複數抽水馬達40,係對應該中央取樣開口13、該第一環管取樣開口211及該第二環管取樣開口311,而分別設於相對應之該中央通道13、該第一環通道21與該第二環通道31內。
本創作主要應用於抽取不同深度之地下水(亦即分層取樣),以進行環境水質之監測及其他抽水試驗。欲達成汲取不同深度之地下水,就必需從地面向地下鑿井,再置入井管以抽取某一深度之地下水。亦即,每鑿一井置入一井管,只用以抽取相對應深度之地下水。如此,欲汲取N個深度之地下水,便需鑿N個井,其成本相當高。當然,雖可加大鑿井之孔徑,再置入複數支不同長度之井管,利用單井抽取不同深度之分層地下水,但是,勢必要加大鑿井之孔徑,同樣也會提高成本。
本創作針對這個部分,將該中央圓管部10及該第一同心環狀部20設計為多階同心圓式的改良裝置,該第一同心環狀部20之該第一環外徑D2係大於該中央圓管部10之該中央外徑D1,使該第一同心環狀部20可以同心圓式套設於該中央圓管部10外側,且該中央圓管部10之該中央長度LA係大於該第一同心環狀部20之該第一環管長度LB。該第一同心環狀部20係具有複數(6)個第一環通道21,相對應具有複數(6)個(參閱第3B、第3C、第3D、第3E、第3F及第3G圖)該第一環管取樣開口211(如第1B圖所示,分別位於一第一深度L1、一第二深度L2、一第三深度L3、一第四深度L4、一第五深度L5及一第六深度L6)。亦即,只要鑽鑿孔徑接近該第一同心環狀部20之該第一環外徑D2範圍內之井。即可汲取9個不同深度之分層地下水。
同理,如第4、第5A、第5B及第5C圖所示,只要再套設該第二同心環狀部30(鑿井之孔徑只要略加大),即可抽取25個不同深度之地下水,數量超過3倍,但相對於其它傳統方法而言,鑿井費用可能幾乎不用增加,卻事半功倍。
此外,以上之實施例只提到第二同心環狀部30,當然,依此多階同心圓之原理,本案也可再包括第三同心環狀部(圖中為未示)或更多同心環狀部(圖中為未示),均為本案之保護範圍。
本創作之優點及功效係如下所述:
[1] 可得到高精確度之地下水分層取樣數據。由於本案是單一管中具有多個間隔之獨立通道(包括複數第一環通道及複數第二環通道),分別對應不同深度含水層之取樣開口(包括中央取樣開口、複數第一環管取樣開口及複數第二環取樣開口),所取之地下水樣均為特定之含水層深度,不會彼此污染。故,可得到高精確度之地下水分層取樣數據。
[2] 鑿井之性價比(CP值)較高。由於本案為多階同心圓式井管裝置,中央圓管部之管較長,外圍部分(例如第一同心環狀部)之管較短,兩者為同軸心。換言之,在包括孔徑與深度之總鑿井成本上,可比公知裝置之CP值較高。故,鑿井之性價比較高。
以上僅是藉由較佳實施例詳細說明本創作,對於該實施例所做的任何簡單修改與變化,皆不脫離本創作之精神與範圍。
Referring to Figures 1A and 2, this creation system is a multi-stage concentric circular well tube device, and its first embodiment includes:
A central
10:中央圓管部
10A:中央間隔部
11:中央通道
12:中央頂部開口
13:中央取樣開口
20:第一同心環狀部
20A:第一環頂部開口
20B:第一間隔部
21:第一環通道
211:第一環管取樣開口
30:第二同心環狀部
30A:第二環頂部開口
30B:第二間隔部
31:第二環通道
311:第二環取樣開口
40:抽水馬達
W1、W2:井
ZA:第一不透水層
ZB:第二不透水層
ZC:第三不透水層
Z1:第一含水層
Z2:第二含水層
Z3:第三含水層
LA:中央長度
LB:第一環管長度
LC:第二環管長度
L1:第一深度
L2:第二深度
L3:第三深度
L4:第四深度
L5:第五深度
L6:第六深度
D1:中央外徑
D2:第一環外徑
D3:第二環外徑
Q1:第一汲水深度
Q2:第二汲水深度
Q3:第三汲水深度
10: Central Round Tube Department
10A: Central partition
11: Central passage
12: Central top opening
13: Central sampling opening
20: The first
第1A圖係本創作之第一實施例之示意圖 第1B圖係本創作之第二實施例之示意圖 第1C圖係本創作之第三實施例之示意圖 第2圖係第1B圖之局部剖視圖 第3A圖係第1B圖之ⅢA-ⅢA位置之示意圖 第3B圖係第1B圖之ⅢB-ⅢB位置之示意圖 第3C圖係第1B圖之ⅢC-ⅢC位置之示意圖 第3D圖係第1B圖之ⅢD-ⅢD位置之示意圖 第3E圖係第1B圖之ⅢE-ⅢE位置之示意圖 第3F圖係第1B圖之ⅢF-ⅢF位置之示意圖 第3G圖係第1B圖之ⅢG-ⅢG位置之示意圖 第4圖係本創作之第四實施例之示意圖 第5A圖係第4圖之ⅤA-ⅢⅤ位置之示意圖 第5B圖係第4圖之ⅤB-ⅢB位置之示意圖 第5C圖係第4圖之ⅤC-ⅢC位置之示意圖 第6圖係第一種公知裝置之示意圖 第7圖係第二種公知裝置之示意圖 Figure 1A is a schematic diagram of the first embodiment of the creation Figure 1B is a schematic diagram of the second embodiment of the present creation Figure 1C is a schematic diagram of the third embodiment of the creation Figure 2 is a partial cross-sectional view of Figure 1B Figure 3A is a schematic diagram of the location of IIIA-ⅢA in Figure 1B Figure 3B is a schematic diagram of the location of ⅢB-ⅢB in Figure 1B Figure 3C is a schematic diagram of the location of IIIC-ⅢC in Figure 1B Figure 3D is a schematic diagram of the location of IIID-IIID in Figure 1B Figure 3E is a schematic diagram of the location of IIIE-ⅢE in Figure 1B Figure 3F is a schematic diagram of the location of IIIF-ⅢF in Figure 1B Figure 3G is a schematic diagram of the location of IIIG-ⅢG in Figure 1B Figure 4 is a schematic diagram of the fourth embodiment of the creation Figure 5A is a schematic diagram of the location of VA-ⅢⅤ in Figure 4 Figure 5B is a schematic diagram of the location of ⅤB-ⅢB in Figure 4 Figure 5C is a schematic diagram of the location of ⅤC-ⅢC in Figure 4 Figure 6 is a schematic diagram of the first known device Figure 7 is a schematic diagram of a second known device
10:中央圓管部 10: Central Round Tube Department
11:中央通道 11: Central passage
12:中央頂部開口 12: Central top opening
13:中央取樣開口 13: Central sampling opening
20:第一同心環狀部 20: The first concentric ring
20A:第一環頂部開口 20A: First ring top opening
20B:第一間隔部 20B: First partition
21:第一環通道 21: The first ring channel
211:第一環管取樣開口 211: First loop sampling opening
40:抽水馬達 40: Pumping motor
LA:中央長度 LA: Central length
LB:第一環管長度 LB: Length of the first loop
L1:第一深度 L1: First depth
L2:第二深度 L2: second depth
L3:第三深度 L3: third depth
L4:第四深度 L4: fourth depth
L5:第五深度 L5: Fifth depth
L6:第六深度 L6: sixth depth
D1:中央外徑 D1: central outer diameter
D2:第一環外徑 D2: outer diameter of the first ring
Claims (6)
Priority Applications (1)
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TW108213573U TWM592462U (en) | 2019-10-15 | 2019-10-15 | Multi-stage concentric circular well pipe device |
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TW108213573U TWM592462U (en) | 2019-10-15 | 2019-10-15 | Multi-stage concentric circular well pipe device |
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TWM592462U true TWM592462U (en) | 2020-03-21 |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
TWI769405B (en) * | 2019-10-15 | 2022-07-01 | 溫志超 | Multi-stage concentric circular well pipe device |
TWI803290B (en) * | 2022-04-20 | 2023-05-21 | 國立雲林科技大學 | Connection device for multi-channel groundwater extraction pipe |
-
2019
- 2019-10-15 TW TW108213573U patent/TWM592462U/en not_active IP Right Cessation
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
TWI769405B (en) * | 2019-10-15 | 2022-07-01 | 溫志超 | Multi-stage concentric circular well pipe device |
TWI803290B (en) * | 2022-04-20 | 2023-05-21 | 國立雲林科技大學 | Connection device for multi-channel groundwater extraction pipe |
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