477852 A7 B7 五、發明說明（1 ) 發明之領域 (請先閱讀背面之注意事項3寫本頁) 本發明大致上係有關於備用水貯器，調節器，及收集 器之使用，以促進流動通過水路之水的有效使用。 習知技術發展之說明 露天水貯器不僅佔用可被使用於其他之生產目的用之 有價値空間，亦允許經由蒸發而快速地損失水。此外，露 天貯器之水遭受到淤塞，昆蟲橫行，及地表污染等之污染 。茈7T，於某些乾燥區域，露天貯器不能貯存充分的水量 來維持全年之植物生長。 所需要的一種水貯器，係可將蒸發損失，水污染，及 地表洪水之情況減至最少，且亦可供使用先前被露天貯器 所佔據之土地。 發明之槪要說明 經濟部智慧財產局員工消費合作社印製 經由提供由一多孔媒質形成之一貯器，且以一層土壤 或類似物覆蓋該貯器以減少蒸發，使得本發明可達成前述 之需要。可以水收集掘溝，地下水鑽孔，及備用水貯器， 來補充在該貯器內之水量。多孔導管型式之水位調節器， 可依據需要，雨量，及氣候條件，而被操作以自該貯器添 加及移除水。 地表流動之水可被槽引進入收集器內，以減少地表洪 水及補充在地表下貯器內之水量。經由鑽孔進入地下水層 中，地表流動之水亦可被槽引進入地下水以補充地下水位 -4- 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐） 477852 A7 B7 五、發明說明（2 ) 經濟部智慧財產局員工消費合作社印製 圖形之簡要說明 圖1 a係一部份爲剖面顯示之槪略前視圖，顯示依據 本發明之一實施例所建構之一積體水路，斜述一 \\花盆〃 型式之積體水路； 圖1 b係圖1 a之掘溝之部份頂視平面圖； 圖2 a係一部份爲剖面顯示之槪略前視圖，顯示依據 本月之第二實施例所建構之一積體水路，斜述一掘溝格 子灌溉水路； 圖2 b係圖2 a之該水路之部份頂視平面圖； 圖3係一部份頂視平面略圖，顯示成列對齊之一第一 型式之掘溝，植物對齊在該列之間的格子內，以供使用示 於圖2 a與2 b中之水路； 圖4係一部份頂視平面略圖，顯示一第一型式之掘溝 與植物均被安排在一格子型式內，以供使用示於圖2 a與 2 b中之水路； 圖5係一部份頂視平面略圖，顯示以蛇形或寄生蛔蟲 型式安排之一第一型式之掘溝，以供使用示於圖2 a與 2 b中之水路，並顯示植物被安排爲彼此錯開之列； 圖6係一部份頂視平面略圖，顯示被安排成爲舊腺蟲 (PaleocHctyn )型式之一第一型式之掘溝，以供使用示於 圖2 a與2 b中之水路，並顯示植物被安排爲彼此錯開之 列； (請先閱讀背面之注意事項寫本頁) 裝 . -1線 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐） 477852 A7 B7 經濟部智慧財產局員工消費合作社印製 五、發明說明（3 ) 圖7係一槪略頂視平面圖’顯示供使用例如爲示於圖 2 a與2 b中之水路的一地坑格子，且植物對齊在一格子 內；及 圖8係一略圖，顯示一系列之依據本發明之另一實施 例所建構之梯形貯器。 主要元件對照表 1 1 備用貯器 一 r 2 掘溝 1 3 外殼 1 4 多孔媒質 1 5 孔 1 6 泵 1 7 水電池 1 8 底土 1 9 土壤 2 〇 砂石層 2 1 備用貯器 2 2 掘溝或地坑 2 3 地坑 較佳實施例之詳細說明 灌溉用之花盆型水路 多數之被使用在田地與花園中澆植物之水係被浪費掉 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐） -6 - •-------------裝--- (請先閱讀背面之注意事項寫本頁) _ -丨線· 477852 A7 B7 經濟部智慧財產局員工消費合作社印製 五、發明說明（4 ) ，即使如果使用例如爲滴水灌溉網路亦爲如此。被水澆濕 之土壤在幾天內便會被蒸發，因爲土壤之塡隙毛細管力將 水吸至接近於土壤地表，而使易於被蒸發。一種有效的使 用水之方法，揭示在申請人之先前申請案序號 0 9 / 1 2 3，6 0 9中，其使用水應貯存在被埋於地下 之一多孔媒質內的原理，因此，水被直接地供應至植物的 根部，且因此，將水之浪費減至最少。現在，申請人建議 使用供雨水灌槪用之花盆型水路來改良此一方法。 使安裝供灌溉或供雨水灌溉田地用之一積體水路， 使用如示於圖1中之一收集系統，一調節系統，及多數之 地下'' 水電池〃。收集系統包含一備用貯器1 1，及在將 被灌溉之田地的側邊上之塡入多孔媒質的掘溝1 2。 傳統慣例係建構露天地坑，以做爲供貯水用之貯器。 應用申請人母案09/123，609所述之方法，傳統 之地坑貯器應塡入多孔媒質。在經常下雨區域需要較小之 貯器，且可以爲人工製造結構，例如爲水箱，水泥塊結構 ，及地表或地下貯器。 如圖1 a與1 b所示，掘溝1 2係X公尺長，y公尺 寬，及z公尺深，且位於將要灌溉之田地的側邊上。掘溝 1 2於下雨時收集雨水。額外之來自地表流動或建物屋頂 等之雨水，可經由設有一過濾器以過濾出微細沉澱物之一 導管而輸入該掘溝內。 依據氣候狀況來決定備用貯器1 1之容量與掘溝1 2 之全體貯存量之間的比例。於沙漠區域，該比例較大，而 (請先閱讀背面之注意事項寫本頁) 裝 . -丨線· 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐） -7- 477852 經濟部智慧財產局員工消費合作社印製 A7 _；___B7_五、發明說明（5 ) 在經常下雨之區域中也許完全不需要該貯器。 一調節器以在該掘溝內之一孔的型式提供。如圖1 b 所示，由混凝土製成之一薄圓筒形外殻1 3被建構於掘溝 1 2之底部。該外殼1 3係多孔的，以供水流可流X及流 出該調節器。在掘溝1 2塡入例如爲砂礫之多孔媒質1 4 之後，一孔，導管，或孔口 1 5形成在掘溝內。該孔1 5 係連接至一泵1 6。 在塡入砂礫之掘溝1 2被水塡滿之後，在孔1 5內之 水位_係相同於該塡入砂礫之掘溝1 2的水位。經由來自備 用貯器1 1的水流，可上昇該孔1 5內之水位，或將水自 該孔1 5泵入備用貯器1 1內，該水位可被下降。因而， 經由流入及流出該調節器系統1 1 ，1 2，1 3，1 4， 1 5，1 6，可調節該塡入砂礫之掘溝中的水位。也許會 需要一或更多之該調節器連接至掘溝。 一地下\\水電池〃 1 7係形成爲一多孔媒質層，由圖 1 a可看出係t公分厚。該層之頂部必須在地表下方之d 公尺。該層可經由在地表下掘出d + t公尺之地坑，且在 該層1 7所平置之地坑被以底土 1 8及土壤1 9重塡入d 公尺厚之前，塡入多孔媒質所形成；或以一多孔媒質層疊 在平坦地表上，再以一 d公尺厚的底土與土壤層覆蓋所形 成。 底土可爲任何原位置之泥或一般淤泥。底土係非常不 可滲透的，微細砂石或淤泥之層可被加入其間。砂石/m 泥層2 0在水需要上昇時可做爲導體之用，且在保存水時 (請先閱讀背面之注意事項寫本頁) -丨裝 . -線_ 本纸張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐） -8- 477852 A7 B7 五、發明說明（6 ) 可做爲抗拒蒸發之絕緣體之用。當掘出一地坑以安裝該'' 水電池〃 1 7時，土壤應小心地堆在該地坑之一側上。土 壤層之厚度係依據多種局部因素而定，包含考慮到適合耕 作之深度。 ''水電池〃 1 7之定義係用以指出其之功能。'、水電 池〃用以貯水。於下雨時，可再補充水，於乾燥季節，可 緩慢的排出水以供植物使用。植物經由其之根部的毛細管 作用而自底土或土壤吸水，且水經由Darcy -流動而被驅動 進入一游泥底土及/或土壤內。當在調節器13，14， 1 5內之水位係低的時，水僅可經由底土及土壤之毛細管 力而被吸取。 於雨季期間，雨水被收集在掘溝1 2內，且當在塡入 砂礫之掘溝內加入之水於重力作用下而流入將被灌溉之田 地底下之多孔媒質層時，可充水該 '、水電池〃。依據在調 節器1 3，1 4，1 5內所維持之水位，水位可自水電池 1 7之底部多孔層上昇。在多雨之日子，地表係濕的，且 植物不需要來自、水電池〃之水。然後，水可被自掘溝 1 2之調節孔1 5泵出而進入備用貯器1 1內。 在乾燥季節中，當植物生長需要水時，來自、、水電池 〃之水的高度應該上昇，此係例如使用栗1 6及/或備用 貯器1 1 ，經由調節在調節器1 3 ，1 4，1 5內之水位 來調整。在例如當種子發芽時，或當植物具有非常淺的根 部時，在調節器1 3，1 4，1 5內之水位被上昇，以經 由Darcy -流動將 ''水電池〃內之水驅動至更高。當植物具 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐） (請先閱讀背面之注意事項寫本頁) 裝 -丨線· 經濟部智慧財產局員工消費合作社印製 9 477852 A7 B7 經濟部智慧財產局員工消費合作社印制衣 五、發明說明（7 ) 有長的根部時，在調節器1 3，1 4，1 5內之水位下降 ，因此’在 ''水電池〃內的水不會被Darcy —流動上昇。然 後’經由毛細管作用吸取水’且因爲加入具有小的毛細管 力之砂石層2 0，可將蒸發造成之水的損失減少或減至最 小。 在蒸發速率極度增高情況下，應考慮以例如爲砂包或 砂礫之多孔媒質覆蓋植物下方之地表的可能性。 供果"g或樹林用之掘溝格子或地坑格子 用以供應水以供果園或樹林中之樹生長之用的水路， 可依據氣候狀況及該樹對水的需要來設計。在乾燥區域中 之起伏的山陵，可強化水之貯存。在該種區域中均種植耐 乾旱之樹木。但是，每年7 0 - 2 0 0厘米之雨量，不足 以綠化沙漠。若無灌溉，不論多少造林之努力，僅有極少 樹木與草可以生長。 申請人之母案0 9/1 2 3，6 0 9中已指出，水應 被貯存在一被埋置的多孔媒質內，以將蒸發損失減至最少 。水可自位於樹木生長之地表的底土內z公尺深的掘溝橫 向地流動。若能適當地建構，安裝一水路可允許在一沙漠 中生長橘子樹° 爲了安裝供灌溉或供雨水灌溉果園與樹林之水路，如 示於圖2 a與2 b中，安裝一收集與貯存系統，一調節系 統’及一 ★水電池〃之格子。收集系統包含一備用貯器 2 1與掘溝或地坑2 2。掘溝可以不同之方式配置，例如 (請先閱讀背面之注意事項寫本頁) 裝 · •線· 本紙張尺度適用中國國豕標準（CNS)A4規格（210 X 297公爱） -10 - 477852 A7 B7 經濟部智慧財產局員工消費合作社印製 五、發明說明（8 ) ，如示於圖3的成列對齊，如示於圖4的以一格子交叉， 或可被以蛇形型式或寄生蛔蟲型式安排，如示於圖5，以 及由申請人之前述母案所建議者。 在乾燥或半乾燥區域中的貯器，由於未開墾地具有極 低之價値，故可形成爲一填入多孔媒質之一大的地坑。貯 器可被連接至例如爲在沙漠中之綠洲或河道的天然排水系 統。貯器應由過濾器保護，以防止多孔媒質被阻塞及被淤 泥塞住。在沙漠中之貯器亦可被形成一塡入多孔媒質之一 大的'ίΕ坑。在經常下雨區域需要較小之貯器。其可以爲人 工製造結構，例如爲砂石或砂礫地坑，水箱，水泥塊結構 ，及地表或地下貯器。而且，如果更經濟的話，可使用一 傳統之水貯存貯器。 依據氣候狀況來決定備用貯器1 1之容量與掘溝及/ 或地坑之全體貯存量之間的比例。在沙漠區域，該比例較 大。在潮濕區域中，由於在下雨之間可在掘溝內貯存充分 之水量，故貯器可非常小或省略。 如示於圖2a ，2b與3，X公尺長，y公尺寬，及 z公尺深之掘溝，被塡滿多孔媒質且被置於樹木列之間。 掘溝於下雨時收集雨水。額外之來自地表流動之雨水，可 經由一設有過濾器以過濾出微細沉澱物之一導管而輸入掘 溝內。 如前所述，調節器可採用在該掘溝內之一孔的型式。 一例如由混凝土製成之一薄圓筒形外殼1 3，可被固定在 掘溝之底部內。在掘溝塡滿多孔媒質1 4之後，在掘溝中 (請先閱讀背面之注意事項寫本頁) i裝 . ，線. 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐） -11 - 經濟部智慧財產局員工消費合作社印制衣 477852 A7 __ B7 五、發明說明（9 ) 形成一孔1 5。在塡入砂礫之掘溝內塡滿水之後，在該孔 內之水位係相同於在塡入砂礫掘溝內之水位。在該孔1 5 內之水位可被來自備用貯器1 1流入之水而上昇，或經由 將水自該孔1 5泵入備用貯器1 1內而下降水位。因而， 可調節在塡入砂礫掘溝中之水位。也許會需要一或更多之 該調節器被連接至掘溝。 在樹木需要相當少的水之處，可以地坑格子取代該掘 溝格子，且可如圖7所示之方式建構。z公尺深，且具有 r公1直徑之一地坑，以多孔媒質塡入。在地坑內之水位 可如在掘溝中之相同方式調節。 爲使將環繞樹木之土壤的蒸發損失減至最少，環繞該 樹之地表區域，可以一絕緣材料層覆蓋，例如爲砂袋，砂 礫，塑膠等之一層。 供綠地區域用之積體水路 家’工廠之露天地表，及高爾夫球場，均具有供草地 或球道用之綠草。綠草具有淺的根部。使用前述之供花盆 型式之水路用的在1公尺深處之（砂礫） '、水電池〃，並 不實際。一較淺的多孔媒質或微細砂石之 '、水電池〃，係 較合適。 爲供綠色草地或高爾夫球道所用， 水電池〃可形成 爲一大約1 0至2 0公分厚之砂石層，埋置於綠草生長之 土壌與底土之下方大約3 0至5 0公分處。可安裝多數之 調節器，以調節該水之高度上昇至土壤，而獲致綠草之最 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐） 12 --------------裝--- (請先閱讀背面之注意事項^11寫本頁) · 丨線' 477852 Α7 Β7 五、發明說明（1〇 ) (請先閱讀背面之注意事項寫本頁) 佳生長。砂石之薄層可被加入底土內。該砂石層不僅做爲 供於乾燥季節期間使用之水的貯器，於潮濕季節亦可做爲 排水通路。 在高爾夫球道內之地坑可做爲雨水之收集器，該地坑 均被建於高於球道之某一高度處。一般的，砂坑均形成爲 一凹下之坑。於該種情況，地坑之底部應與'\水電池〃隔 離。否則，於雨季期間，地坑會太濕。 範Μ之說明 供水貯存用之 ''草壩〃 露天貯器係供水貯存用之目前基準。該種貯器具有多 種之缺點，包含了（ 1 )蒸發損失，（2 )於底部導引水 ，（3)例如爲綠藻生長，蚊蟲繁殖等之污染，及（4) 損失可使用供建築，公園，田地，或其他使用之地表區域 。由多孔媒質塡入之地下水貯器，例如爲前述之申請人前 案中說明的供天然之水貯存用之山谷-河流澱積物之變更 ’具有露天貯器之4 0 %容量，但無其之任何缺點。 經濟部智慧財產局員工消費合作社印製 於申請人之前案之建構-水貯存結構之方法中，建議 以隔板結構橫越-河谷。申請人並建議隔板不需要爲一極 大強度之結構，因爲其可被嵌入河流澱積物之間，以達成 在該隔板後方之河流澱積物中貯存地下水之目標。 硏究多個天然範例之後，申請人現在建議該水貯存隔 板可被形成爲橫越一河谷之一系列低壩。該壩可以目前建 造供將山流洪水減至最少之方式來建造。爲達成將水貯存 -13 - 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐） 477852 A7 B7 五、發明說明（11 ) (請先閱讀背面之注意事項寫本頁) 在該壩之後方的沉澱物之細孔空間中，該壩可比山谷澱積 物高X公尺。於下雨之後發生之洪水期間，在壩之後方可 形成一淺的貯水湖。在泛濫之後，該貯水湖之水可逐漸地 滲透進入該河流源積物內。 多數之鑽孔應被向下貫穿至該山谷底。鑽孔係做爲在 洪水之後用以再充塡地下水之導管。其亦可被做爲調節器 ，因此，水可流出或被自井泵出，以供農業或都市消耗使 用。類似淤泥貯器之壩堵塞於每一處，在該壩後方的平坦 區域'會成爲綠草地。因而，申請人建議將用以貯存地下.水 之壩解釋爲'\綠草壩〃。在會發生突然洪水之區域中，應 建造用以排出過多之洪水的溢洪道，以防止水貯存系統之 損壞或毀滅。 特別重要的，一綠草壩之構造應位於或接近一河流或 小溪之河口處。鮮水損失至海洋的情況並不僅侷限於地表 流。經由液體動壓力之推進，淡水亦以地下水之型式損失 ，因爲淡水之液體動力位能超過海床下方之海水的液體靜 壓位能。 經濟部智慧財產局員Η消費合作社印製 ''綠草壩〃之構造係提供二目標：（1 )在地上之淡 水不會漏至海中，且（2 )來自海洋中之鹽水不會侵入在 地表下方之地下水。因爲在該一壩之後方可收集之容量係 可觀的，該水可被使用在海岸上之大城市的都市消耗之用 。大消耗量可正常化該一壤結構之局成本。在水量太大而 使得不能完全被貯存在一 ''綠草壩〃下方時，過多之水應 被導引至溢洪道，且由此流至海中。理想的，淡水損失之 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐） -14 - 477852 A7 B7 五、發明說明（12 ) 量應降至最低。 7k貯器 例如爲尙吉巴之熱帶島嶼具有充足之降雨量，但缺乏 貯存該雨水以供都市與農業使用之容量。在尙吉巴之供水 供應之新建設發展計劃中，供都市消耗用之水供應設備均 自供灌溉，造景等之水供應構造分開。 爲供應都市消耗之飮用水，水貯器需要於雨季期間貯 存供··全年使用之水。貯存貯器之尺寸係依據需要，以及當 貯存水不能再補足之乾燥季節之長度而定。 在供尙吉巴發展用之計劃中，每天需要35，00〇 立方公尺之水，且在乾季可能持續數月之地區，貯器均被 設計可每天供應35，000立方公尺之水100或 120天，或，3，5〇〇，00〇至 4，200，000立方公尺之總容量。 該種水之需要，需求二種類之貯器構造： 經濟部智慧財產局員工消費合作社印製 (1 )在一山頂上之主要貯器，於正常天氣條件下， 足以供水消耗之用，及 (2 )數個位於低地上且接近都市中心之輔助貯器， 其之排吸設備必須在不尋常之乾燥年份期間供應水。 在目前我們已知之條件的狀態下，申請人建議一具有 2，〇〇〇，〇〇〇立方公尺之容量的主要貯器，及五個 每一均可配合需求之具有4 0 0，〇 〇 〇立方公尺之容量 的輔助貯器。 -15- 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐） 477852 A7 B7 ___ 五、發明說明（13 ) 主要貯器 使用該主要貯器應具有2，0〇〇，000立方公尺 之界限條件，在最終計劃之前必須考慮下列困素： (A )選擇位置 1 )在接近島嶼上之山頂位置之大約高於海平面3〇 至4 0公尺處，在開發用地中選擇一大水流域盆地爲一主 要貯i。該高度提供重力能量，以供高壓水經由調節器流 入零售分配系統。理想的，如果未計劃任何超高層大樓， 也許僅需非常小之供排吸用的能量。 2 )然而，最大之貯器高度可給予最大之水壓力，一 低一些的位置則較有利於自天然地域收集水。 3 )於存在峭壁之處，由於其確實位於開發用地處， 可採用其存在之優點。一峭壁可作用爲一保持壁，且其之 整體可做爲貯存貯器之一部份，故可節省建構成本。一峭 壁亦可允許該構造在貯器上方具有一些微向下傾斜之頂部 表面。下部保持壁之高度可成爲最小，以節省成本及改良 美學外觀。 4 )貯器用地之土地較佳並非爲非常可透性的，但此 應僅係一次要考慮。如果必須將洩漏減至最少，貯器之底 部可以舖設來自該島嶼之一層紅粘土，或一層具有更微細 之粒子尺寸沉澱物之同等級河床材料。在洩漏不嚴重之處 ，可省略掉舖設，因此，在貯器下之地下水可被再充塡， 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公爱） --------------裝--- (請先閱讀背面之注意事項寫本頁) . 丨線· 經濟部智慧財產局員工消費合作社印製 -16- 477852 A7 _____B7_ 五、發明說明（14 ) 以將來自貯器之洩漏減至最少或一起將之停止。 (B )主要貯器之尺寸 爲了建造一可容納2，000，000立方公尺之多 孔媒質貯器，在該塡入物具有4 0 %之多孔性的情況下， 應具有5，0 0 〇，〇 〇 〇立方公尺之容量。貯器可經由 堆疊碎石岩屑（例如在尙吉巴發現之珊瑚碎石）至1公尺 高度且超過5平方公里，或5公尺高度1平方公里，或於 其之下奇的數値。依據當地之情況，必須將貯器之形狀最佳 化。在峭壁爲高的時，可堆疊較厚之層或岩屑。在土地爲 平坦的時，可具有1公尺或更少之高度的層，以使不會製 造出不適當之結構。 (c )主要貯器之頂部 貯器之多孔媒質之頂部應以一篩孔金屬絲過濾器覆蓋 ，且該過濾器應以一砂石，泥，及土壤之層覆蓋。過濾器 必須可防止微細岩屑之滲入，其會阻塞形成貯存貯器之多 ?L媒質內之空隙空間。 爲供最佳的植物生長且將蒸發損失減至最少，該頂部 層應由具有一些交疊之砂石層之大約1公尺的泥土所形成 。該砂石層可維持土地潮濕，且於乾季期間將蒸發損失減 至最少。 理論上，壓在貯器上之土地，可以爲樹林，草皮，田 地，1¾爾夫球道’例如爲網球場之運動場地，足球場等， 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐） -------------裝 i I (請先閱讀背面之注意事項寫本頁) J^T. 經濟部智慧財產局員工消費合作社印製 -17- 477852 A7 B7 五、發明說明（15 ) --------------裝—— (請先閱讀背面之注意事項寫本頁) 或建築土地。運動或建築土地可提供最佳效率之水收集。 樹林可最理想的促進水之品質，此係一重要之考慮，因爲 貯器係用以貯存飮用水。如果土地表面被任意使用而造成 污染貯器內之水，貯器之多孔媒質之頂部，必須以塑膠或 其他密封媒質自該頂部土地隔開，以防止污染。 車甫助貯器 以主要貯器之建造方式建構五個矩形之輔助貯器。其 之建成本亦可依此估算。輔助貯器可被建構在梯形丘表 面下方。每一輔助貯器應具有1百萬立方公尺之多孔岩屑 。例如，如示於圖8，可建造一系列之梯形丘貯器。每一 貯器之尺寸可爲5 0 0公尺X 5 0 0公尺X 2公尺。一半 公里寬之一片土地，可位於四個梯形貯器之下，以構成一 輔助貯器。 線· 輔助貯器可由導管連接至主要貯器，但並非必要。依 據開發之需要決定其之分配及位置。 經濟部智慧財產局員工消費合作社印製 自先前之湖，沼澤，及池塘所滲入之貯器 使用露天湖泊或池塘爲水貯器，具有蒸發損失及損失 供土地開發可使用之土地表面區域的缺點。此外，水之瘀 塞本體可成爲供細菌，藻類，蚊蟲及其他昆蟲之繁殖地， 不只令人厭煩，亦對健康有害。該種水之瘀塞本體可被充 塡水，以形成一貯器開發用地，不只移除了前述之危險性 ，亦美化了風景。適當地建構，該種被塡入之貯器增加了 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐） -18- 477852 A7 B7 五、發明說明（16 ) 可用之全體水貯存量 用以再充水至一地下水貯器之保持方法 經濟部智慧財產局員工消費合作社印製 在水 蓋。採伐 地下水中 多種方式 在一 一具-有完 可經由在 層很深時 混合區之 層。鑽孔 格之鑽孔 地表流動 地坑 樹木與植 以再充塡 協助再充 類耕作 森林及 。以尙 再充塡 島嶼上 全再充 土地中 ，且具 處，鑽 不只可 可允許 之水及 與鑽孔 物生長 地下水 塡地下 開始之前，尙吉巴初始係由熱帶樹林所覆 人類消耗導致地下水層下降，及海水侵入 吉巴豐富之降雨量，枯竭之地下水可經由 之淡水存 塡之地下 掘地坑來 有交雜之 出一鑽孔 作用以再 雨水流經 減少洪水 均較佳的 。其地表 。存在之 水0 量係該島 水的供應 達成地下 可滲透與 貫穿該不 充塡地下 鑽孔而再 之威脅。 塡滿砂礫 流動收集 鑽孔貫穿 嶼之高度的40倍，且 ，不會有缺水之問題。 水之再充塡。當地下水 不可滲透構造所構成之 可滲透層而進入地下水 水，而且 合適的分 充塡地下水，而可減少 ，且可由土壤覆蓋以供 雨水且流入地坑或鑽孔 水平的不可滲透層，可 供灌溉耕作田地之積體水路 ''花盆〃型式水路可被應用至例如尙吉巴之玉米田中 。供每一公頃用之''花盆〃具有下列之尺寸： 掘溝1 2係1 0 0公尺長 / 2公尺寬，及1 . 請 先 閱 讀 背 面 之 注 意 事 項 ¥ t 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐） -19- 477852 A7 B7 五、發明說明（17) (請先閱讀背面之注意事項再填寫本頁) 公尺深，被置於將被灌溉之1公頃田地之側邊上。掘溝於 雨季收集雨水。掘溝之高度有些微之不同，因此，經由在 玉米田下方之水電池〃將水自一掘溝流至另一掘溝。因 爲在尙吉巴之降雨量一般均足供玉米生長之用，故僅需要 一小的水貯器。 在掘溝中形成一大約1 / 2公尺寬之孔以做.爲調節器 ，且該水孔之底部係1.2公尺深。在田地之基底處之多 孔媒質層或 ''水電池〃，係位於地表下方1公尺處之2 0 公分砂礫。 於發芽季節期間，調節器之水位應較高，大約在頂部 下方1 0至2 0公分處，因此，依據Darcy’s定律，在、、花 盆〃底部中之水可上昇而流入頂部土壤內，以供發芽植物 吸取。植物繼續生長，在調節器內的水位，若非因爲供植 物生長所使用之水而下降，則該水位可被向下泵壓，以節 省水電池〃之水消耗損失。當玉米植物成熟時，在調節 器內之水位應大約在下方1公尺處。 經濟部智慧財產局員工消費合作社印製 供重新造林用之積體水路 供一重新造林區域用之雨水灌溉之積體水路，包含一 收集系統，一調節系統，及一做爲、水電池〃之一掘溝或 地坑之格子。 收集系統包含一備用貯器及掘溝或地坑。在尙吉巴之 備用貯器，由於土地相當珍貴且雨量相當充足，故可以爲 小貯器。供每一公頃單位用之掘溝，均爲1 0 0公尺長， -20- 本紙張尺度適用中國國家標準（CNS)A4規格（2]〇χ 297公釐） 477852 A7 B7 五、發明說明（18) 1 / 2公尺寬，及1至2公尺深，被塡入多孔媒質且置於 樹木列之間。掘溝於雨季收集雨水。調節器係爲一孔，橫 越1 / 2公尺且被形成在掘溝內。 选墟市消耗及城市發展用之 ''綠草壩〃之構造 由於多種之理由，供都市用水之露天貯器並非最佳之 結構。在台灣省高雄市，因爲在地震的活動區域中之潛在 危險，一供水貯存用之1 2 0公尺水壩並未建造。在香港 島，1爲可用土地表面區域有限，未建造水壩。在以色列 沿岸及加薩走廊，由爲沿岸的河流實際上爲乾沽的，故未 建水壩。 申請人建議在那些區域中建造大的 '' 綠草壩〃構造。 例如在加薩走廊，河流或河道均經常爲乾燥河床。於雨季 期間的洪水可高於河岸X公尺溢流，因爲水不能快速地滲 透進入地下水貯器。爲了貯存供農業及都市使用之水，申 請人建議以前述之方式，在河流或河道之河口處建製至少 一 ''綠草壩〃。該壩之高度可與河岸等高。該壩之深度應 足夠的深，以防止鹽水侵入淡水貯器。因而，深度可以爲 大約5 0公尺至1 0 0公尺（或多或少）。 接近特拉維夫或海法市（Haifa )，可在橫越大的河道 之河口處建造一大尺寸之相同構造，以提供都市消耗之水 。由於此一極大之需求，可正當化該種水供應設備之構造 的高成本。 於上已§羊述目則可應用本發明之最佳實施例。但是， 本纸張尺度適用中國國家標準（CNS)A4規格（2】0 X 297公釐） 請 先 閱 讀 背 面 之 注 意 事 項 t 經濟部智慧財產局員工消費合作社印剔衣 - 21 - 477852 A7 __B7_ 五、發明說明（19 ) 必須了解，在不離本發明之精神下，可以製成多種之變化 與改良。 經濟部智慧財產局員工消費合作社印製 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐） .22 -477852 A7 B7 V. Description of the invention (1) Field of invention (Please read the note on the back 3 to write this page) The present invention is roughly related to the use of spare water reservoirs, regulators, and collectors to promote flow Effective use of water through waterways. Description of conventional technology development Open-air water storage not only occupies valuable space that can be used for other production purposes, but also allows rapid water loss through evaporation. In addition, the water in the open-air receptacle has been contaminated by siltation, insects running rampant, and ground pollution.茈 7T. In some dry areas, open-air receptacles cannot store sufficient water to maintain plant growth throughout the year. A water reservoir is required to minimize evaporation losses, water pollution, and surface flooding, and also to use land previously occupied by open-air reservoirs. The invention should be explained that the consumer cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs prints a container formed by a porous medium and covers the container with a layer of soil or the like to reduce evaporation, so that the present invention can achieve the aforementioned need. Water collection trenches, groundwater drilling, and spare water reservoirs can be used to supplement the amount of water in the reservoir. A perforated duct-type water level regulator can be operated to add and remove water from the receptacle according to need, rainfall, and climatic conditions. Surface water can be channeled into the collector to reduce surface flooding and replenish the amount of water in the subsurface reservoir. Enter the groundwater layer through drilling, and the water flowing on the surface can also be drawn into the groundwater by the trough to supplement the groundwater level. -4- This paper size applies the Chinese National Standard (CNS) A4 specification (210 X 297 mm) 477852 A7 B7 V. Description of the invention (2) Brief description of the printed graphics of the employee cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs Figure 1a is a partial front view of a section display, showing an integrated waterway constructed according to an embodiment of the present invention An oblique description of a "water pot" type integrated waterway; Figure 1b is a top plan view of a part of a trench in Figure 1a; Figure 2a is a schematic front view of a section showing a section, showing the basis An integrated waterway constructed by the second embodiment of the month, a diagonal trench irrigation waterway is described obliquely; FIG. 2b is a partial top plan view of the waterway in FIG. 2a; FIG. 3 is a partial top plan surface A schematic drawing showing one of the first type of trenches aligned in a row, with the plants aligned in a grid between the rows for use in the waterway shown in Figures 2a and 2b; Figure 4 is a partial top plan view Sketch, showing a first type of trench and plant are arranged in A grid pattern for use in the waterway shown in Figures 2a and 2b; Figure 5 is a partial plan view of the top view, showing a first type of trenching arrangement in a serpentine or parasitic tapeworm type, with For use in the waterway shown in Figures 2a and 2b, and showing that the plants are arranged in staggered rows; Figure 6 is a partial plan view of the top plan, showing that it is arranged as one of the old adenoids (PaleocHctyn). A type of ditch for use in the waterway shown in Figures 2a and 2b, and shows that the plants are arranged staggered from each other; (Please read the precautions on the back first to write this page) Paper size applies to Chinese National Standard (CNS) A4 (210 X 297 mm) 477852 A7 B7 Printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs 5. Description of the invention (3) Figure 7 A pit grid such as the waterway shown in Figs. 2a and 2b is used, and the plants are aligned in a grid; and Fig. 8 is a sketch showing a series of structures constructed according to another embodiment of the present invention Trapezoidal receptacle. Comparison table of main components 1 1 Reserve container 1 r 2 Dig trench 1 3 Housing 1 4 Porous media 1 5 Holes 1 6 Pump 1 7 Water battery 1 8 Subsoil 1 9 Soil 2 Sand layer 2 1 Spare reservoir 2 2 Dig Ditch or pit 2 3 Detailed description of the preferred embodiment of the pit A pot-type waterway for irrigation Most of the water systems used in fields and gardens for watering plants are wasted This paper is scaled to Chinese National Standard (CNS) A4 Specifications (210 X 297 mm) -6-• ------------- Loading --- (Please read the precautions on the back first to write this page) _-丨 · 477852 A7 B7 Economy Printed by the Consumer Cooperatives of the Ministry of Intellectual Property Bureau. 5. Description of Invention (4), even if a drip irrigation network is used, for example. Soil that has been wet with water will evaporate within a few days, because the capillary forces in the soil gap draw water close to the soil surface, making it easy to evaporate. An effective method of using water, revealing the principle of the applicant's previous application No. 0 9/1 2 3, 6 0 9 that the use of water should be stored in a porous medium buried underground. Therefore, Water is supplied directly to the roots of the plants, and therefore, waste of water is minimized. The applicant now proposes to improve this method by using a pot-type waterway for rainwater irrigation. Use an integrated waterway for irrigation or rainwater irrigation fields, using a collection system as shown in Figure 1, a conditioning system, and most underground `` water batteries ''. The collection system includes a spare reservoir 11 and trenches 12 for digging into the porous media on the sides of the field to be irrigated. The traditional practice is to construct an open-air pit as a reservoir for water storage. Applying the method described in Applicant's mother case 09 / 123,609, the traditional pit receptacle should be filled with porous media. Smaller receptacles are required in areas where rain often occurs, and can be artificially manufactured structures such as water tanks, concrete block structures, and surface or underground receptacles. As shown in Figures 1a and 1b, trench 12 is X meters long, y meters wide, and z meters deep, and is located on the side of the field to be irrigated. Trench 1 2 Collect rainwater when it rains. The additional rainwater from the ground surface or the roof of the building can be introduced into the trench by a pipe provided with a filter to filter out the fine sediment. According to the climatic conditions, the ratio between the capacity of the spare reservoir 11 and the total storage capacity of the trench 12 is determined. In the desert area, the proportion is large, and (please read the precautions on the back to write this page).-丨 · This paper size applies to China National Standard (CNS) A4 (210 X 297 mm) -7- 477852 Printed by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs A7 _; _B7_ V. Description of the Invention (5) The container may not be needed at all in areas where it often rains. A regulator is provided in the form of a hole in the trench. As shown in Fig. 1b, a thin cylindrical shell 13 made of concrete is constructed at the bottom of the trench 12. The housing 1 3 is porous and can flow X and out of the regulator with a water supply stream. After the trench 12 has been poured into a porous medium 14 such as gravel, a hole, duct, or orifice 15 is formed in the trench. The hole 1 5 is connected to a pump 16. After the digging trench 12 into the gravel is filled with water, the water level in the hole 15 is the same as that of the digging trench 12 into the gravel. The water level in the hole 15 can be raised through the water flow from the spare reservoir 11 or the water level can be lowered by pumping water from the hole 15 into the spare reservoir 11. Therefore, the water level in the gravel ditch can be adjusted by flowing in and out of the regulator system 1 1, 1 2, 1 3, 1 4, 1 5, 16. One or more of these regulators may be required to connect to the trench. An underground water cell 〃 17 series is formed as a porous medium layer. The thickness of the system t cm can be seen from Fig. 1a. The top of this layer must be d meters below the surface. This layer can be dug by digging d + t meters below the ground surface, and before the flat pits of this layer 17 are submerged into the d meters thick with subsoil 18 and soil 19, It is formed by porous media; or it is formed by laminating a porous medium on a flat surface and then covering it with a d-meter-thick subsoil and a soil layer. The subsoil can be any kind of mud or general silt. The subsoil is very impermeable, and a layer of fine sand or silt can be added in between. Sandstone / m mud layer 2 0 can be used as a conductor when the water needs to rise, and when storing the water (please read the precautions on the back first to write this page)-丨 install. -Line_ This paper size is applicable to China National Standard (CNS) A4 Specification (210 X 297 mm) -8- 477852 A7 B7 V. Description of Invention (6) It can be used as an insulator against evaporation. When a pit is dug to install the `` water battery '' 17, the soil should be carefully piled on one side of the pit. The thickness of the soil layer depends on a number of local factors, including consideration of the depth suitable for cultivation. The definition of '' water battery '' 17 is used to indicate its function. ', Hydropower 〃 is used to store water. When it rains, it can be replenished. In the dry season, water can be drained slowly for use by plants. The plant absorbs water from the subsoil or soil through the capillary action of its roots, and the water is driven into a sludge and / or soil via Darcy-flow. When the water level in the regulators 13, 14, 15 is low, water can only be absorbed by the capillary forces of the subsoil and soil. During the rainy season, rainwater is collected in the trenches 12 and can be filled with water when the water added into the gravel trenches under gravity flows into the porous medium layer under the field to be irrigated , Water battery 〃. According to the water level maintained in the regulators 1, 3, 1, 4, 15, the water level can rise from the bottom porous layer of the water battery 17. On rainy days, the ground is wet and the plants do not need water from the battery. Then, the water can be pumped out from the adjusting hole 15 of the digging ditch 12 and enter the backup reservoir 11. In the dry season, when water is needed for plant growth, the height of the water from the water cell and the water cell should rise. This system uses, for example, chestnut 16 and / or spare reservoir 1 1, and adjusts the regulator 1 3, 1 Adjust the water level within 4, 15. When, for example, the seed germinates, or when the plant has very shallow roots, the water level within the regulators 1 3, 1 4, 15 is raised to drive the water in the `` water cell '' to Darcy-flow higher. When the plant size of this paper is in accordance with the Chinese National Standard (CNS) A4 (210 X 297 mm) (Please read the precautions on the back to write this page) Packing-丨 Printed by the Intellectual Property Bureau of the Ministry of Economic Affairs and Consumer Cooperatives 9 477852 A7 B7 Printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs. 5. Description of the invention (7) When there is a long root, the water level in the regulator 1 3, 1 4 and 15 drops. The water inside the puppet will not be uplifted by Darcy—flow. Then 'water is absorbed through capillary action' and by adding a gravel layer 20 with a small capillary force, the loss of water caused by evaporation can be reduced or minimized. In the case of extremely high evaporation rates, consideration should be given to the possibility of covering the ground beneath the plant with a porous medium such as a sand bag or gravel. Trench grids or pit grids for fruit " g or woods The waterways used to supply water for the growth of trees in orchards or woods can be designed according to climate conditions and the tree's need for water. Rolling hills in dry areas enhance water storage. Drought-tolerant trees are planted in this area. However, the annual rainfall of 70-200 cm is not enough to green the desert. Without irrigation, very few trees and grasses can grow, no matter how much afforestation efforts. The applicant's mother case, 0 9/1 2 3, 609, has stated that water should be stored in a buried porous medium to minimize evaporation losses. Water can flow laterally from a trench at a depth of z meters in the subsoil located on the surface of the tree. If properly constructed, installing a waterway may allow orange trees to grow in a desert ° To install waterways for irrigation or rainwater irrigation of orchards and woods, as shown in Figures 2a and 2b, install a collection and storage system , A regulating system 'and a ★ water battery 〃 grid. The collection system comprises a spare reservoir 2 1 and a trench or pit 22 2. Digging can be configured in different ways, for example (please read the precautions on the back to write this page). Installation · • Line · This paper size applies to China National Standard (CNS) A4 (210 X 297 public love) -10-477852 A7 B7 Printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs V. Invention Description (8), as shown in Figure 3, aligned in rows, as shown in Figure 4 crossed in a grid, or can be snake-shaped or parasitic The roundworm type arrangement is shown in Figure 5 and suggested by the applicant's previous mother case. The reservoir in the dry or semi-dry area can be formed as a large pit filled with porous media because the uncultivated land has extremely low price. The reservoir may be connected to a natural drainage system, such as an oasis or river in the desert. The receptacle should be protected by a filter to prevent the porous media from becoming blocked and clogged with sludge. Reservoirs in the desert can also be formed into a large 'ίΕ pit, which is plunged into a porous medium. Smaller receptacles are required in areas where rain often occurs. It can be artificially manufactured structures such as gravel or gravel pits, water tanks, concrete block structures, and surface or underground receptacles. Moreover, if it is more economical, a conventional water reservoir can be used. Depending on the climatic conditions, the ratio between the capacity of the spare reservoir 11 and the total storage capacity of the trench and / or pit is determined. In desert areas, the proportion is large. In wet areas, the reservoir can be very small or omitted because sufficient water can be stored in the trenches between rains. As shown in Figures 2a, 2b, and 3, trenches that are X meters long, y meters wide, and z meters deep are filled with porous media and placed between tree rows. Dig trenches to collect rainwater when it rains. The additional rainwater from the ground can be introduced into the trench through a duct equipped with a filter to filter out the fine sediment. As mentioned earlier, the regulator can take the form of a hole in the trench. A thin cylindrical shell 13 made of concrete, for example, can be fixed in the bottom of the trench. After digging the trench and filling it with porous media, please install it in the trench (please read the precautions on the back first and write this page). The paper size is applicable to China National Standard (CNS) A4 (210 X 297 mm) -11) -11-Printed clothing for the consumer co-operatives of the Intellectual Property Bureau of the Ministry of Economic Affairs 477852 A7 __ B7 V. Description of the invention (9) Form a hole 15. After filling the gravel ditch with water, the water level in the hole is the same as the water level in the gravel ditch. The water level in the hole 15 can be raised by the water flowing in from the backup reservoir 11 or it can be lowered by pumping water from the hole 15 into the backup reservoir 11. Therefore, the water level in the gravel trench can be adjusted. One or more of these regulators may need to be connected to the trench. Where trees require relatively little water, a pit grid can be used instead of the trench grid, and can be constructed as shown in Figure 7. It is z meters deep and has a pit with a diameter of r meter 1 and is penetrated with a porous medium. The water level in the pit can be adjusted in the same way as in trenching. In order to minimize the evaporation loss of the soil surrounding the tree, the surface area surrounding the tree can be covered with a layer of insulating material, such as a layer of sand bags, gravel, plastic, etc. The built-up waterway for the green area. The open-air surface of the home ’s factory and the golf course have green grass for grass or fairways. Green grass has shallow roots. It is not practical to use the above-mentioned flower pot type waterway (grit) at a depth of 1 meter, or a water battery. A shallower porous medium or fine sand and gravel are more suitable. For the use of green grass or golf courses, the hydrocell can be formed as a gravel layer with a thickness of about 10 to 20 centimeters, which is buried about 30 to 50 centimeters below the soil moth and the subsoil where the green grass grows. Many regulators can be installed to adjust the height of the water to the soil, and the paper size of the green grass obtained is applicable to China National Standard (CNS) A4 (210 X 297 mm) 12 ------- ------- Install --- (Please read the precautions on the back ^ 11 to write this page) · 丨 Line '477852 Α7 Β7 V. Description of the invention (1〇) (Please read the precautions on the back first to write this Page) for optimal growth. A thin layer of gravel can be added to the subsoil. The gravel layer is used not only as a reservoir for water used during the dry season, but also as a drainage channel during the wet season. The pits in the golf course can be used as rainwater collectors. The pits are all built at a certain height above the fairway. Generally, the sand pit is formed as a sunken pit. In this case, the bottom of the pit should be isolated from the '\ water battery'. Otherwise, the pit will be too wet during the rainy season. Explanation of Fan M "Caoba〃 Open-air container for water storage is the current benchmark for water storage. This type of receptacle has a variety of disadvantages, including (1) evaporation loss, (2) guiding water at the bottom, (3) pollution such as growth of green algae, mosquito reproduction, and (4) loss that can be used for construction , Parks, fields, or other surface areas used. Groundwater reservoirs penetrated by porous media, such as the change of valley-river sediments for natural water storage described in the previous case of the applicant above, have a 40% capacity of open-air reservoirs, but nothing else Any disadvantages. Printed by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs. In the applicant's previous case, the method of constructing a water storage structure, it is recommended to use a partition structure to cross the river valley. The applicant also suggests that the partition need not be a very strong structure because it can be embedded between river sediments to achieve the goal of storing groundwater in the river sediment behind the partition. After studying several natural examples, the applicant now proposes that the water storage partition can be formed as a series of low dams across a river valley. The dam can be built in a way that minimizes mountain floods. In order to achieve storage of water -13-This paper size applies the Chinese National Standard (CNS) A4 specification (210 X 297 mm) 477852 A7 B7 V. Description of the invention (11) (Please read the precautions on the back to write this page) In the pore space of the sediment behind the dam, the dam may be X meters higher than the valley sediment. During a flood that occurs after rain, a shallow storage lake can be formed behind the dam. After flooding, the water of the water storage lake can gradually penetrate into the source material of the river. Most of the holes should be drilled down to the bottom of the valley. The boreholes were used as conduits to recharge groundwater after the flood. It can also be used as a regulator, so water can flow out or be pumped out of the well for agricultural or urban consumption. Dams like silt receptacles are blocked everywhere, and the flat area 'behind the dam' will become green grass. Therefore, the applicant suggested that the dam used to store underground water be interpreted as' \ LU Cao Dam〃. In areas where sudden floods will occur, spillways should be constructed to discharge excessive flooding to prevent damage or destruction of the water storage system. Of particular importance, the structure of a green grass dam should be located at or near the mouth of a river or stream. The loss of fresh water to the ocean is not limited to surface currents. Through the advancement of hydrodynamic pressure, fresh water is also lost in the form of groundwater, because the hydrodynamic potential of freshwater exceeds the hydrostatic potential of seawater below the sea floor. Printed by the Consumer Property Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs, the structural system of "Luoluobaba" provides two goals: (1) fresh water on the ground will not leak into the sea, and (2) salt water from the ocean will not invade the surface Underground water. Because the capacity that can be collected after the dam is considerable, the water can be used for urban consumption in large cities on the coast. Large consumption can normalize the local cost of the soil structure. When the amount of water is too large to be stored completely below a green grass dam, excess water should be directed to the spillway and thus to the sea. Ideally, the paper size for freshwater loss is in accordance with the Chinese National Standard (CNS) A4 (210 X 297 mm) -14-477852 A7 B7 V. Description of the invention (12) The amount should be minimized. 7k reservoirs Tropical islands such as Jijiba have sufficient rainfall, but lack the capacity to store this rainwater for urban and agricultural use. In the new construction and development plan for water supply in Xijiba, the water supply equipment for urban consumption is separated from the water supply structure for irrigation and landscaping. In order to supply the water used by the city for water consumption, the water tank needs to store water for the whole year during the rainy season. The size of the storage receptacle is based on the need and the length of the dry season when the storage water cannot be replenished. In the plan for the development of Jiba, 35,000 cubic meters of water are required each day, and in areas where the dry season may last for several months, the receptacles are designed to supply 35,000 cubic meters of water per day. Or 120 days, or, a total capacity of 3,500,000 to 4,200,000 cubic meters. This kind of water requires two types of container structure: (1) the main container on the top of a mountain printed by the consumer cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs, which is sufficient for water consumption under normal weather conditions, and ( 2) Several auxiliary receptacles located on the low ground and close to the city center, the exhaust equipment of which must supply water during unusual dry years. Under the conditions we currently know, the applicant proposes a main reservoir with a capacity of 2,000,000 m3, and five each with a capacity of 4,000, which can meet the needs. Auxiliary receptacles with a capacity of 〇 cubic meters. -15- This paper size is in accordance with Chinese National Standard (CNS) A4 (210 X 297 mm) 477852 A7 B7 ___ V. Description of the invention (13) Use of the main receptacle The main receptacle shall have a value of 2,000,000 The boundary conditions of cubic meters must consider the following factors before the final plan: (A) Choose a location 1) Near the top of the island on the mountain, about 30 to 40 meters above sea level, in the development land A large water basin is selected as a main reservoir i. This height provides gravity energy for high-pressure water to flow through the regulator into the retail distribution system. Ideally, if no super high-rise building is planned, perhaps only a very small amount of energy is required for exhaustion. 2) However, the maximum reservoir height can give the maximum water pressure, and a lower position is more conducive to collecting water from natural areas. 3) Where there is a cliff, since it is indeed located at the development site, the advantage of its existence can be used. A cliff can serve as a retaining wall, and its entirety can be used as part of a reservoir, so construction costs can be saved. A steep wall also allows the structure to have some slightly downwardly sloping top surface above the receptacle. The height of the lower retaining wall can be minimized to save costs and improve the aesthetic appearance. 4) The land of the container land is preferably not very permeable, but this should be considered only once. If leakage must be minimized, the bottom of the receptacle can be covered with a layer of red clay from the island, or a layer of equivalent river bed material with finer particle size sediment. When the leakage is not serious, the laying can be omitted. Therefore, the groundwater under the reservoir can be refilled. This paper size applies the Chinese National Standard (CNS) A4 specification (210 X 297 public love) ----- --------- Equipment --- (Please read the notes on the back to write this page). 丨 Printed by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs -16- 477852 A7 _____B7_ V. Description of the invention ( 14) To minimize leakage from the receptacle or to stop it together. (B) The size of the main receptacle is to build a porous media receptacle that can accommodate 2,000,000 cubic meters. In the case where the infusion has a porosity of 40%, it should have 5,000. , 00 00 cubic meters of capacity. The receptacle can be stacked with crushed rock debris (such as coral rubble found in Zanzibar) to a height of 1 meter and over 5 square kilometers, or a height of 5 square meters to 1 square kilometers, or an odd number below it. . Depending on local conditions, the shape of the receptacle must be optimized. When the cliff is high, thicker layers or cuttings can be stacked. When the land is flat, it may have a layer of a height of 1 meter or less so as not to create an inappropriate structure. (c) The top of the main receptacle The top of the porous medium of the receptacle shall be covered with a sieve wire filter, and the filter shall be covered with a layer of sand, mud, and soil. The filter must prevent the infiltration of fine cuttings, which can block the void space in the medium that forms the reservoir. For optimal plant growth and to minimize evaporation losses, the top layer should be formed from approximately 1 meter of soil with some overlapping gravel layers. This layer of sand and gravel keeps the land moist and minimizes evaporation losses during the dry season. Theoretically, the land pressed on the container can be woods, turf, fields, 1¾ golf course, such as tennis courts, football fields, etc. This paper standard applies to China National Standard (CNS) A4 specification (210 X 297 mm) ------------- Install i I (Please read the precautions on the back to write this page) J ^ T. Printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs-17- 477852 A7 B7 V. Description of the invention (15) -------------- Installation-(Please read the precautions on the back to write this page) or building land. Sports or construction land provides the best efficient water collection. Woods are the most ideal way to promote the quality of water. This is an important consideration because the reservoir is used to store water for tritium. If the surface of the land is used arbitrarily to pollute the water in the receptacle, the top of the porous medium of the receptacle must be separated from the top land by plastic or other sealed media to prevent pollution. Che Fu Auxiliary Reservoir Five rectangular auxiliary accumulators are constructed by the construction method of the main receptacle. Its construction cost can also be estimated accordingly. The auxiliary reservoir can be constructed below the surface of the trapezoidal mound. Each auxiliary receptacle shall have 1 million cubic meters of porous rock cuttings. For example, as shown in Figure 8, a series of trapezoidal mound receptacles can be constructed. The size of each receptacle can be 500 meters X 500 meters X 2 meters. A piece of land half a kilometer wide can be placed under four trapezoidal receptacles to form an auxiliary receptacle. Line · The auxiliary reservoir can be connected to the main reservoir by a catheter, but it is not necessary. Determine its distribution and location according to the needs of development. Printed by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs from previous lakes, swamps, and ponds. The open-air lake or pond is used as a water reservoir, which has the disadvantage of evaporation loss and loss of land surface area available for land development . In addition, the water stasis body can become a breeding ground for bacteria, algae, mosquitoes and other insects, which is not only annoying but also harmful to health. The water stasis body can be filled with water to form a reservoir development land, which not only removes the aforementioned dangers, but also beautifies the landscape. Appropriately constructed, this kind of inserted container increases the paper size and applies Chinese National Standard (CNS) A4 (210 X 297 mm) -18- 477852 A7 B7 V. Description of the invention (16) Available water The storage method for refilling water to a groundwater tank is printed on the water cover by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs. There are multiple ways of harvesting groundwater in a one-on-one manner, which can be passed through the layers of the mixing zone when the layers are deep. Drilling Grids Drilling Surface flow Ground pits Trees and plants to refill 塡 Assist recharge farming forests and forests. Before recharging, the island is fully recharged with land, and there is a place to drill not only the water that can be allowed and the groundwater that grows with the boreholes. Before the underground began, the Zigba was originally covered by tropical forests and was consumed by humans. Falling and seawater invading Jiba's abundant rainfall, depleted groundwater can pass through underground digging pits in which freshwater is stored to have a drilling effect to further rainwater flow through to reduce flooding. Its surface. The amount of water 0 existing is the threat of the island's water supply reaching underground penetration and penetrating through the inadequate underground drilling. It is filled with gravel, and the flow is collected. The borehole penetrates 40 times the height of the island, and there is no problem of water shortage. Water fills up again. When the permeable layer of groundwater impermeable structures enters the groundwater, and it is suitable to fill the groundwater, it can be reduced, and it can be covered by soil for rainwater and flow into the pit or borehole level impermeable layer. The cumulated waterway of the irrigated farmland `` flowerpot '' type waterway can be applied to corn fields such as Jijiba. The "pots" for each hectare have the following dimensions: trenching 1 2 series 1 0 meters long / 2 meters wide, and 1. Please read the notes on the back first ¥ t This paper size applies to China National Standard (CNS) A4 specification (210 X 297 mm) -19- 477852 A7 B7 V. Description of the invention (17) (Please read the precautions on the back before filling this page) The meter is deep and will be irrigated 1 hectare of land on the side. Trenches are collected during the rainy season. The height of the trench is slightly different. Therefore, water is flowed from one trench to another via a water battery 〃 below the cornfield. Because the rainfall in Oujeba is generally sufficient for corn growth, only a small water reservoir is required. A hole of about 1/2 meter wide was formed in the trench to be used as a regulator, and the bottom of the water hole was 1.2 meters deep. The porous media layer or `` water battery '' at the base of the field is 20 cm of gravel located 1 meter below the surface. During the germination season, the water level of the regulator should be high, about 10 to 20 cm below the top. Therefore, according to Darcy's law, the water in the bottom of the pots and cans can rise and flow into the top soil. For germinating plants to suck. Plants continue to grow. If the water level in the regulator is not lowered by the water used for plant growth, the water level can be pumped down to save water consumption in the water battery. When the corn plant is mature, the water level in the regulator should be approximately 1 meter below. Printed by the Consumers' Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs, the accumulated waterway for reforestation, the accumulated waterway for rainwater irrigation in a reforestation area, including a collection system, a conditioning system, and a water battery. A trench or pit grid. The collection system includes a spare receptacle and a trench or pit. The spare receptacle in Xijiba can be a small receptacle because the land is very precious and the rainfall is sufficient. The trenches for each hectare unit are 100 meters long, -20- This paper size applies to the Chinese National Standard (CNS) A4 (2) 〇χ 297 mm 477852 A7 B7 V. Description of the invention (18) 1/2 meter wide and 1 to 2 meters deep, immersed in porous media and placed between tree rows. Dig trenches to collect rainwater during the rainy season. The regulator is a hole that crosses 1/2 meter and is formed in a trench. The structure of the green grass dam used for the consumption of urban markets and urban development For various reasons, the open-air container for urban water is not the optimal structure. In Kaohsiung City, Taiwan Province, a 120-meter dam for water supply storage was not constructed because of the potential danger in the area of the earthquake. On Hong Kong Island, 1 has limited surface area of available land and no dams have been constructed. In Israel's coast and the Gaza Corridor, the rivers along the coast were actually dry, so no dam was built. The applicant proposes to construct large '' green grass dam structures in those areas. For example, in the Gaza Corridor, rivers or channels are often dry riverbeds. Floods during the rainy season can be higher than X-meter floods on the banks, as water cannot penetrate quickly into groundwater reservoirs. In order to store water for agricultural and urban use, the applicant proposes to build at least one green grass dam at the estuary of a river or river in the manner described above. The height of the dam can be as high as the river bank. The dam should be deep enough to prevent saltwater from entering the fresh water reservoir. Thus, the depth can be approximately 50 meters to 100 meters (more or less). Close to Tel Aviv or Haifa, a large-sized, identical structure can be constructed at the mouth of the crossing river to provide water for urban consumption. Due to this great demand, the high cost of the construction of such water supply equipment can be justified. The above description can be applied to the preferred embodiment of the present invention. However, this paper size applies to Chinese National Standard (CNS) A4 specifications (2) 0 X 297 mm. Please read the notes on the back first. T Consumers' Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs, India, China-21-477852 A7 __B7_ 5 Explanation of the invention (19) It must be understood that various changes and improvements can be made without departing from the spirit of the invention. Printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs This paper is sized for China National Standard (CNS) A4 (210 X 297 mm). 22-