国产一级久久久AV毛片_如何建立『三維水文地質(zhì)結構模型』和『地下水流數值模擬模型』_甘肅藍曦環(huán)?？萍加邢薰?/title> <meta name="description" content="甘肅藍曦環(huán)?？萍加邢薰?> <meta name="keywords" content="甘肅藍曦環(huán)?？萍加邢薰?> <meta http-equiv="Contenr-Type" content="text/html;charset=UTF-8"> <meta http-equiv="X-UA-compatible" content="IE=edge,chrome=1"> <meta name="viewport" content="width=device-width, initial-scale=1.0, minimum-scale=1.0, maximum-scale=1.0, user-scalable=no">  <link rel="stylesheet" type="text/css" href="/static/web/css/normalize.css"> <link rel="stylesheet" type="text/css" href="/static/web/css/style.css"> <link rel="stylesheet" type="text/css" href="/static/web/css/slick.css">  <link rel="stylesheet" href="/static/web/css/font-awesome.min.css">  <link href="/static/favicon.png" rel="shortcut icon"> <meta http-equiv="Cache-Control" content="no-transform" /> <meta http-equiv="Cache-Control" content="no-siteapp" /> <script>var V_PATH="/";window.onerror=function(){ return true; };</script> </head> <body> <h1><a href="http://www.sqyrjd.cn/">精品国产一区AV天美传媒|日本播放一区二区三区日本国产|国产偷亚洲偷欧美偷精品|播放中国女人毛片一级带</a></h1> <div class="pl_css_ganrao" style="display: none;"><table id="ye20o"></table><bdo id="ye20o"><code id="ye20o"><abbr id="ye20o"></abbr></code></bdo><th id="ye20o"><s id="ye20o"><cite id="ye20o"></cite></s></th><tbody id="ye20o"></tbody><xmp id="ye20o"></xmp><nav id="ye20o"></nav><noscript id="ye20o"><noframes id="ye20o"><abbr id="ye20o"></abbr></noframes></noscript><fieldset id="ye20o"><rt id="ye20o"><strong id="ye20o"></strong></rt></fieldset><button id="ye20o"><delect id="ye20o"><pre id="ye20o"></pre></delect></button><object id="ye20o"></object><dl id="ye20o"><object id="ye20o"><cite id="ye20o"></cite></object></dl><small id="ye20o"><abbr id="ye20o"><tr id="ye20o"></tr></abbr></small><li id="ye20o"><center id="ye20o"><samp id="ye20o"></samp></center></li><blockquote id="ye20o"><tfoot id="ye20o"><source id="ye20o"></source></tfoot></blockquote><li id="ye20o"></li><xmp id="ye20o"></xmp><center 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fa-home"></i>當前位置： <a href="/">首頁(yè)>行業(yè)資訊</a></p> </div> </div> </div> <div id="4ci4yqs" class="view_details wp1200"> <h1>如何建立『三維水文地質(zhì)結構模型』和『地下水流數值模擬模型』</h1> <div id="qweyu4y" class="details_title"> <span>來(lái)源：網(wǎng)絡(luò )</span> <span>作者：管理員</span> <span>發(fā)布時(shí)間：2019-06-06</span> <span>點(diǎn)擊量：3633次</span> </div> <div id="asaksg2" class="content"> <p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; border: none; outline: 0px; font-size: 14px; font-family: 微軟雅黑, Arial; vertical-align: baseline; color: rgb(51, 51, 51); white-space: normal; text-indent: 2em;">一、基礎圖件和資料</p><p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; border: none; outline: 0px; font-size: 14px; font-family: 微軟雅黑, Arial; vertical-align: baseline; color: rgb(51, 51, 51); white-space: normal; text-indent: 2em;">用于劃分水文地質(zhì)單元，確定模型的邊界和范圍，并作為模型的工作底圖（注意底圖的比例尺和坐標的轉換和統一）。</p><p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; border: none; outline: 0px; font-size: 14px; font-family: 微軟雅黑, Arial; vertical-align: baseline; color: rgb(51, 51, 51); white-space: normal; text-indent: 2em;">1. 地形地貌圖；</p><p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; border: none; outline: 0px; font-size: 14px; font-family: 微軟雅黑, Arial; vertical-align: baseline; color: rgb(51, 51, 51); white-space: normal; text-indent: 2em;">2. 第四紀地質(zhì)圖；</p><p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; border: none; outline: 0px; font-size: 14px; font-family: 微軟雅黑, Arial; vertical-align: baseline; color: rgb(51, 51, 51); white-space: normal; text-indent: 2em;">3. 水文地質(zhì)圖；</p><p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; border: none; outline: 0px; font-size: 14px; font-family: 微軟雅黑, Arial; vertical-align: baseline; color: rgb(51, 51, 51); white-space: normal; text-indent: 2em;">4. 地下水等水位線(xiàn)及埋深圖；</p><p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; border: none; outline: 0px; font-size: 14px; font-family: 微軟雅黑, Arial; vertical-align: baseline; color: rgb(51, 51, 51); white-space: normal; text-indent: 2em;">5. 研究區遙感影像數據；</p><p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; border: none; outline: 0px; font-size: 14px; font-family: 微軟雅黑, Arial; vertical-align: baseline; color: rgb(51, 51, 51); white-space: normal; text-indent: 2em;">6. 地表數字高程模型數據（DEM）；</p><p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; border: none; outline: 0px; font-size: 14px; font-family: 微軟雅黑, Arial; vertical-align: baseline; color: rgb(51, 51, 51); white-space: normal; text-indent: 2em;">7. 前人有關(guān)區域地下水、地表水方面的調查、勘察、研究報告及成果。</p><p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; border: none; outline: 0px; font-size: 14px; font-family: 微軟雅黑, Arial; vertical-align: baseline; color: rgb(51, 51, 51); white-space: normal; text-indent: 2em;">二、模型結構</p><p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; border: none; outline: 0px; font-size: 14px; font-family: 微軟雅黑, Arial; vertical-align: baseline; color: rgb(51, 51, 51); white-space: normal; text-indent: 2em;">為建立研究區水文地質(zhì)模型和地下水流模擬模型，首先要對研究區的地質(zhì)和水文地質(zhì)條件加以概化，建立水文地質(zhì)概念模型（含水層和隔水層（弱透水層）的空間分布），進(jìn)而建立數值模型。</p><p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; border: none; outline: 0px; font-size: 14px; font-family: 微軟雅黑, Arial; vertical-align: baseline; color: rgb(51, 51, 51); white-space: normal; text-indent: 2em;">1. 盡可能多的水文地質(zhì)剖面圖（要有剖面線(xiàn)的位置）；</p><p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; border: none; outline: 0px; font-size: 14px; font-family: 微軟雅黑, Arial; vertical-align: baseline; color: rgb(51, 51, 51); white-space: normal; text-indent: 2em;">2. 盡可能多的地質(zhì)、水文地質(zhì)鉆孔資料，深孔資料尤為重要，要有鉆孔的名稱(chēng)、地理位置（坐標）、孔口標高、終孔深度、分層信息和巖性描述；</p><p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; border: none; outline: 0px; font-size: 14px; font-family: 微軟雅黑, Arial; vertical-align: baseline; color: rgb(51, 51, 51); white-space: normal; text-indent: 2em;">3. 模型范圍：最好以完整的水文地質(zhì)單元（地下水系統）作為模擬區。如邊界太遠，可考慮模擬區范圍盡量大些，或采用模型嵌套技術(shù)。</p><p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; border: none; outline: 0px; font-size: 14px; font-family: 微軟雅黑, Arial; vertical-align: baseline; color: rgb(51, 51, 51); white-space: normal; text-indent: 2em;">三、模型參數</p><p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; border: none; outline: 0px; font-size: 14px; font-family: 微軟雅黑, Arial; vertical-align: baseline; color: rgb(51, 51, 51); white-space: normal; text-indent: 2em;">1. 潛水、承壓水含水層和弱透水層水平、垂向滲透系數（K）分區圖和值（根據巖性和抽水試驗分區）；</p><p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; border: none; outline: 0px; font-size: 14px; font-family: 微軟雅黑, Arial; vertical-align: baseline; color: rgb(51, 51, 51); white-space: normal; text-indent: 2em;">2. 潛水含水層給水度（?）分區圖和值；</p><p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; border: none; outline: 0px; font-size: 14px; font-family: 微軟雅黑, Arial; vertical-align: baseline; color: rgb(51, 51, 51); white-space: normal; text-indent: 2em;">3. 承壓水含水層儲水率（Ss）分區圖和值；</p><p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; border: none; outline: 0px; font-size: 14px; font-family: 微軟雅黑, Arial; vertical-align: baseline; color: rgb(51, 51, 51); white-space: normal; text-indent: 2em;">4. 弱透水層（隔水層）儲水率（Ss）分區圖和值；</p><p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; border: none; outline: 0px; font-size: 14px; font-family: 微軟雅黑, Arial; vertical-align: baseline; color: rgb(51, 51, 51); white-space: normal; text-indent: 2em;">5. 各層有效孔隙度（此項在MODPATH中應用，MODFLOW模擬不使用）、總孔隙度（在MODFLOW模擬中不使用）；</p><p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; border: none; outline: 0px; font-size: 14px; font-family: 微軟雅黑, Arial; vertical-align: baseline; color: rgb(51, 51, 51); white-space: normal; text-indent: 2em;">6. 各類(lèi)抽（滲）水試驗資料和成果；</p><p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; border: none; outline: 0px; font-size: 14px; font-family: 微軟雅黑, Arial; vertical-align: baseline; color: rgb(51, 51, 51); white-space: normal; text-indent: 2em;">四、源匯項（地下水開(kāi)發(fā)利用情況）和邊界條件</p><p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; border: none; outline: 0px; font-size: 14px; font-family: 微軟雅黑, Arial; vertical-align: baseline; color: rgb(51, 51, 51); white-space: normal; text-indent: 2em;">區內潛水的主要補給方式為大氣降水入滲補給、灌溉入滲補給、渠系滲漏補給、河流側滲補給和地下水徑流補給，主要排泄方式為人工開(kāi)采、蒸散發(fā)、側向徑流、向河流排泄和越流補給承壓水。承壓水的補給來(lái)源有自北部區外的側向徑流流入和上部潛水的越流補給，排泄方式為徑流、人工開(kāi)采和頂托補給潛水。各項均換算成相應分區的開(kāi)采強度，然后分配到相應的單元格。</p><p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; border: none; outline: 0px; font-size: 14px; font-family: 微軟雅黑, Arial; vertical-align: baseline; color: rgb(51, 51, 51); white-space: normal; text-indent: 2em;">1. 大氣降水入滲補給量（模擬期逐月降水量、降水入滲系數及其分區）；</p><p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; border: none; outline: 0px; font-size: 14px; font-family: 微軟雅黑, Arial; vertical-align: baseline; color: rgb(51, 51, 51); white-space: normal; text-indent: 2em;">2. 灌溉水入滲補給（回歸）量（農業(yè)灌溉分布圖，灌溉總用水量（包括地表水）、灌溉入滲系數及其分區）；</p><p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; border: none; outline: 0px; font-size: 14px; font-family: 微軟雅黑, Arial; vertical-align: baseline; color: rgb(51, 51, 51); white-space: normal; text-indent: 2em;">3. 渠系滲漏補給量（渠系引水量和滲漏補給系數）；</p><p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; border: none; outline: 0px; font-size: 14px; font-family: 微軟雅黑, Arial; vertical-align: baseline; color: rgb(51, 51, 51); white-space: normal; text-indent: 2em;">4. 河水側滲補給量（河流的基本參數，如河流起點(diǎn)和終點(diǎn)的河水位、河床底板標高、河床厚度、河床滲透系數、河流寬度等）；</p><p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; border: none; outline: 0px; font-size: 14px; font-family: 微軟雅黑, Arial; vertical-align: baseline; color: rgb(51, 51, 51); white-space: normal; text-indent: 2em;">5. 人工回灌井分布位置、回灌層位和回灌量；</p><p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; border: none; outline: 0px; font-size: 14px; font-family: 微軟雅黑, Arial; vertical-align: baseline; color: rgb(51, 51, 51); white-space: normal; text-indent: 2em;">6. 潛水蒸發(fā)排泄量（逐月蒸發(fā)量，蒸發(fā)系數，潛水蒸發(fā)極限埋深分區圖）；</p><p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; border: none; outline: 0px; font-size: 14px; font-family: 微軟雅黑, Arial; vertical-align: baseline; color: rgb(51, 51, 51); white-space: normal; text-indent: 2em;">7. 人工開(kāi)采量（水源地生產(chǎn)井、農業(yè)開(kāi)采井、其它集中開(kāi)采井和大型自備井的分布位置、開(kāi)采深度（層位）和開(kāi)采量；</p><p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; border: none; outline: 0px; font-size: 14px; font-family: 微軟雅黑, Arial; vertical-align: baseline; color: rgb(51, 51, 51); white-space: normal; text-indent: 2em;">8. 不使用水源地和其他集中開(kāi)采井水資源的城鎮居民的數量和用水量；</p><p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; border: none; outline: 0px; font-size: 14px; font-family: 微軟雅黑, Arial; vertical-align: baseline; color: rgb(51, 51, 51); white-space: normal; text-indent: 2em;">9. 工業(yè)及鄉鎮企業(yè)用水量；</p><p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; border: none; outline: 0px; font-size: 14px; font-family: 微軟雅黑, Arial; vertical-align: baseline; color: rgb(51, 51, 51); white-space: normal; text-indent: 2em;">10.農村人牲飲用水量；</p><p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; border: none; outline: 0px; font-size: 14px; font-family: 微軟雅黑, Arial; vertical-align: baseline; color: rgb(51, 51, 51); white-space: normal; text-indent: 2em;">11.模型邊界類(lèi)型劃分及流入流出量。在前處理中必須對各個(gè)補排項進(jìn)行累計，求出其代數和。</p><p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; border: none; outline: 0px; font-size: 14px; font-family: 微軟雅黑, Arial; vertical-align: baseline; color: rgb(51, 51, 51); white-space: normal;"><br/></p><p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; border: none; outline: 0px; font-size: 14px; font-family: 微軟雅黑, Arial; vertical-align: baseline; color: rgb(51, 51, 51); white-space: normal; text-indent: 2em;">邊界條件</p><p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; border: none; outline: 0px; font-size: 14px; font-family: 微軟雅黑, Arial; vertical-align: baseline; color: rgb(51, 51, 51); white-space: normal; text-indent: 2em;">邊界條件：通常以具有水文地質(zhì)意義的界面作為模型的邊界，主要有：地貌單元的分界線(xiàn)、地層界限、阻水斷層、與地下水有水力聯(lián)系的河流，邊界很遠的情況下可考慮通過(guò)邊界的靈敏度分析確定邊界位置。邊界條件類(lèi)型有三類(lèi)：一類(lèi)邊界條件；二類(lèi)邊界條件；三類(lèi)（混合）邊界條件。</p><p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; border: none; outline: 0px; font-size: 14px; font-family: 微軟雅黑, Arial; vertical-align: baseline; color: rgb(51, 51, 51); white-space: normal; text-indent: 2em;">（1）潛水含水層的側向邊界概化</p><p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; border: none; outline: 0px; font-size: 14px; font-family: 微軟雅黑, Arial; vertical-align: baseline; color: rgb(51, 51, 51); white-space: normal; text-indent: 2em;">以常年有水的河流為界，概化為已知水頭的一類(lèi)邊界；其它邊界上水位動(dòng)態(tài)觀(guān)測井較多，故概化為已知水位的一類(lèi)邊界。</p><p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; border: none; outline: 0px; font-size: 14px; font-family: 微軟雅黑, Arial; vertical-align: baseline; color: rgb(51, 51, 51); white-space: normal; text-indent: 2em;">（2）承壓含水層的側向邊界概化 </p><p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; border: none; outline: 0px; font-size: 14px; font-family: 微軟雅黑, Arial; vertical-align: baseline; color: rgb(51, 51, 51); white-space: normal; text-indent: 2em;">計算區邊界上的水位動(dòng)態(tài)觀(guān)測孔較多，故將孔隙承壓含水層邊界概化為已知水頭的一類(lèi)邊界。</p><p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; border: none; outline: 0px; font-size: 14px; font-family: 微軟雅黑, Arial; vertical-align: baseline; color: rgb(51, 51, 51); white-space: normal; text-indent: 2em;">（3）含水層垂向邊界概化 </p><p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; border: none; outline: 0px; font-size: 14px; font-family: 微軟雅黑, Arial; vertical-align: baseline; color: rgb(51, 51, 51); white-space: normal; text-indent: 2em;">潛水含水層的上部邊界為水量交換邊界，有降水入滲、河道滲漏、灌溉滲漏（井灌、渠灌）和潛水的蒸發(fā)及人工開(kāi)采；下部邊界在單一含水層分布區，下面直接與基巖接觸，為隔水邊界，如果為雙層含水層，下面有孔隙承壓水，則為越流邊界；</p><p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; border: none; outline: 0px; font-size: 14px; font-family: 微軟雅黑, Arial; vertical-align: baseline; color: rgb(51, 51, 51); white-space: normal; text-indent: 2em;">承壓含水層的上部邊界一般為弱透水層，承壓水可通過(guò)該層與上部潛水進(jìn)行水量交換，為越流邊界，下部直接與相對隔水的基巖（泥巖、頁(yè)巖等）接觸，故為相對隔水邊界。</p><p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; border: none; outline: 0px; font-size: 14px; font-family: 微軟雅黑, Arial; vertical-align: baseline; color: rgb(51, 51, 51); white-space: normal; text-indent: 2em;">五、地下水流場(chǎng)和動(dòng)態(tài)</p><p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; border: none; outline: 0px; font-size: 14px; font-family: 微軟雅黑, Arial; vertical-align: baseline; color: rgb(51, 51, 51); white-space: normal; text-indent: 2em;"> 1．初始流場(chǎng)和模擬期末流場(chǎng)；地下水位統測數據，最好模擬期始、末各有一次統測數據，作為模型的初始流場(chǎng)和驗證流場(chǎng)，要求：初始流場(chǎng)最好為枯水期末，統測數據要基本能繪制出主要含水層的流場(chǎng)等值線(xiàn)。</p><p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; border: none; outline: 0px; font-size: 14px; font-family: 微軟雅黑, Arial; vertical-align: baseline; color: rgb(51, 51, 51); white-space: normal; text-indent: 2em;"> 2．長(cháng)期觀(guān)測孔連續的水位觀(guān)測值，觀(guān)測點(diǎn)越多越好。地下水長(cháng)期觀(guān)測數據：模擬期至少要每月一個(gè)觀(guān)測數據，要有代表性和典型性，反映區域和水源地地下水動(dòng)態(tài)變化特征。反復調整數值模型的滲透系數、貯水系數，以及邊界條件數值大小，使計算流場(chǎng)圖與實(shí)測流場(chǎng)圖最為逼近，形態(tài)、趨勢基本一致。</p><p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; border: none; outline: 0px; font-size: 14px; font-family: 微軟雅黑, Arial; vertical-align: baseline; color: rgb(51, 51, 51); white-space: normal; text-indent: 2em;">六、規劃資料</p><p style="margin-top: 0px; margin-bottom: 0px; padding: 0px; box-sizing: border-box; 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