{"id":3509,"date":"2020-08-20T00:12:56","date_gmt":"2020-08-19T23:12:56","guid":{"rendered":"https:\/\/www.nickzom.org\/blog\/?p=3509"},"modified":"2024-04-07T15:33:55","modified_gmt":"2024-04-07T14:33:55","slug":"how-to-calculate-and-solve-for-steady-flow-in-a-unconfined-aquifer-flow-lines","status":"publish","type":"post","link":"https:\/\/www.nickzom.org\/blog\/2020\/08\/20\/how-to-calculate-and-solve-for-steady-flow-in-a-unconfined-aquifer-flow-lines\/","title":{"rendered":"How to Calculate and Solve for Steady Flow in a unconfined aquifer | Flow lines"},"content":{"rendered":"

\"\"<\/p>\n

The image above represents steady flow in an unconfined aquifer. To calculate an unconfined aquifer, four essential parameters are needed and these parameters are Hydraulic Conductivity (K), Head at the Origin (h1<\/sub>), Head at L (h2<\/sub>)<\/strong> and\u00a0Flow Length (L).<\/strong><\/p>\n

The formula for calculating steady flow in an unconfined aquifer:<\/p>\n

qt<\/sup>\u00a0= K(h1<\/sub>\u00b2 – h2<\/sub>\u00b2<\/sup>\u00a0\/\u00a02L<\/sub>)<\/p>\n

Where:<\/p>\n

qt<\/sup>\u00a0= Steady Flow in an Unconfined Aquifer
\nK = Hydraulic Conductivity
\nh1<\/sub>\u00a0= Head at the Origin
\nh2<\/sub>\u00a0= Head at L
\nL = Flow Length<\/p>\n

Let’s solve an example;
\nFind the steady flow in an unconfined aquifer where the hydraulic conductivity is 14, the head at the origin is 8, head at L is 3 and the flow length is 5.<\/p>\n

This implies that;<\/p>\n

K = Hydraulic Conductivity = 14
\nh1<\/sub> = Head at the Origin = 8
\nh2<\/sub> = Head at L = 3
\nL = Flow Length = 5<\/p>\n

qt<\/sup>\u00a0= K(h1<\/sub>\u00b2 – h2<\/sub>\u00b2<\/sup>\u00a0\/\u00a02L<\/sub>)
\nSo, qt<\/sup>\u00a0= 14(8\u00b2 – 3\u00b2<\/sup>\u00a0\/\u00a02(5)<\/sub>)
\nqt<\/sup>\u00a0= 14(64 – 9<\/sup>\u00a0\/\u00a010<\/sub>)
\nqt<\/sup>\u00a0= 14(55<\/sup>\u00a0\/\u00a010<\/sub>)
\nThen, qt<\/sup> = 14(5.5)
\nqt<\/sup>\u00a0= 77<\/p>\n

Therefore, the\u00a0steady flow in an unconfined aquifer <\/strong>is\u00a077.<\/strong><\/p>\n

Read more:\u00a0How to Calculate and Solve for Steady Flow in a Confined Aquifer | Flow Lines<\/a><\/p>\n

How to Calculate Steady Flow in a unconfined aquifer Using Nickzom Calculator<\/strong><\/h3>\n

Nickzom Calculator \u2013\u00a0The Calculator Encyclopedia<\/strong> is capable of calculating the steady flow in an unconfined aquifer.<\/p>\n

To get the answer and workings of the steady flow in an unconfined aquifer using the Nickzom Calculator \u2013 The Calculator Encyclopedia.\u00a0<\/strong>First, you need to obtain the app.<\/p>\n

You can get this app via any of these means:<\/p>\n

Web<\/strong>\u00a0\u2013\u00a0https:\/\/www.nickzom.org\/calculator-plus<\/a><\/p>\n

To get access to the\u00a0professional\u00a0<\/strong>version via web, you need to\u00a0register<\/strong>\u00a0and\u00a0subscribe\u00a0<\/strong>for\u00a0NGN 2,000\u00a0<\/strong>per\u00a0annum<\/strong>\u00a0to have utter access to all functionalities.
\nYou can also try the\u00a0demo\u00a0<\/strong>version via\u00a0https:\/\/www.nickzom.org\/calculator<\/a><\/p>\n

Android (Paid)<\/strong>\u00a0\u2013\u00a0https:\/\/play.google.com\/store\/apps\/details?id=org.nickzom.nickzomcalculator<\/a>
\nAndroid (Free)<\/strong>\u00a0\u2013\u00a0https:\/\/play.google.com\/store\/apps\/details?id=com.nickzom.nickzomcalculator<\/a>
\nApple (Paid)<\/strong>\u00a0\u2013\u00a0https:\/\/itunes.apple.com\/us\/app\/nickzom-calculator\/id1331162702?mt=8<\/a>
\nOnce, you have obtained the calculator encyclopedia app, proceed to the\u00a0Calculator Map,\u00a0<\/strong>then click on\u00a0Geology<\/strong>\u00a0<\/b>under\u00a0Add-on<\/strong>.<\/strong><\/p>\n

<\/p>\n

Now, Click on\u00a0Flow Lines\u00a0<\/strong>under\u00a0Geology<\/strong><\/p>\n

<\/p>\n

Now, Click on Steady Flow in an Unconfined Aquifer <\/strong>under\u00a0Flow Lines<\/strong><\/p>\n

\"How<\/p>\n

The screenshot below displays the page or activity to enter your values, to get the answer for the steady flow in an unconfined aquifer according to the respective parameters which are the Hydraulic Conductivity (K), Head at the Origin (h1<\/sub>), Head at L (h2<\/sub>) and\u00a0Flow Length (L).<\/strong><\/p>\n

\"How<\/p>\n

Now, enter the values appropriately and accordingly for the parameters as required by the Hydraulic Conductivity (K)<\/strong> is 14, <\/strong>Head at the Origin (h1<\/sub>)<\/strong> is 8<\/strong>, Head at L (h2<\/sub>)<\/strong> is 3 <\/strong>and Flow Length (L)<\/strong> is 5<\/strong>.<\/p>\n

\"\"<\/p>\n

Finally, Click on Calculate<\/p>\n

\"How
\n\"\"<\/p>\n

As you can see from the screenshot above,\u00a0Nickzom Calculator<\/strong>\u2013 The Calculator Encyclopedia solves for the steady flow in an unconfined aquifer and presents the formula, workings and steps too.<\/p>\n","protected":false},"excerpt":{"rendered":"The image above represents steady flow in an unconfined aquifer. To calculate an unconfined aquifer, four essential parameters…","protected":false},"author":5,"featured_media":13772,"comment_status":"open","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"_yoast_wpseo_opengraph-title":"","_yoast_wpseo_opengraph-description":"","_yoast_wpseo_twitter-title":"","_yoast_wpseo_twitter-description":"","_lmt_disableupdate":"","_lmt_disable":"","_sitemap_exclude":false,"_sitemap_priority":"","_sitemap_frequency":"","_yoast_wpseo_focuskw_text_input":"","csco_display_header_overlay":false,"csco_singular_sidebar":"","csco_page_header_type":"","footnotes":"","_members_access_role":[],"_members_access_error":""},"categories":[48],"tags":[658,732,984,64,988,987,843,989],"class_list":["post-3509","post","type-post","status-publish","format-standard","has-post-thumbnail","category-geology","tag-add-on","tag-flow-length","tag-flow-lines","tag-geology","tag-head-at-l","tag-head-at-the-origin","tag-hydraulic-conductivity","tag-steady-flow-in-an-unconfined-aquifer","cs-entry"],"yoast_head":"\nHow to Calculate and Solve for Steady Flow in a unconfined aquifer | Flow lines<\/title>\n<meta name=\"description\" content=\"Here is How to Calculate and Solve for Steady Flow in a unconfined aquifer | Flow lines. 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