{"id":618,"date":"2026-10-03T14:53:33","date_gmt":"2026-10-03T13:53:33","guid":{"rendered":"https:\/\/wpcalc.com\/tr\/boru-hatti-debisi\/"},"modified":"2026-10-03T14:53:33","modified_gmt":"2026-10-03T13:53:33","slug":"boru-hatti-debisi","status":"publish","type":"post","link":"https:\/\/wpcalc.com\/tr\/muhendislik\/boru-hatti-debisi\/","title":{"rendered":"Boru Hatt\u0131 Debi Hesaplay\u0131c\u0131"},"content":{"rendered":"<section class=\"not-prose calculator-box\" aria-labelledby=\"calculator-title\"><div class=\"flex items-baseline sm:items-center justify-between gap-2 sm:gap-3\"><div class=\"flex flex-col sm:flex-row sm:items-center gap-2\"><span class=\"icon icon-calculator text-primary-700! text-base! dark:text-primary-300!\" aria-hidden=\"true\"><\/span><h2 id=\"calculator-title\" class=\"text-lg font-display font-bold\">Boru Hatt\u0131 Ak\u0131\u015fkan Debisi Tahmin Arac\u0131<\/h2><\/div><div class=\"calcdash-favorite group\">\n  <button type=\"button\" class=\"favorite\" id=\"favorite\" data-favorite-id=\"618\" data-favorite-title=\"Boru Hatt\u0131 Debisi\" data-favorite-url=\"https:\/\/wpcalc.com\/tr\/muhendislik\/boru-hatti-debisi\/\" data-favorite-excerpt=\"Cazibeli (yer\u00e7ekimiyle \u00e7al\u0131\u015fan) bir boru hatt\u0131ndaki debiyi hidrolik e\u011fim, i\u00e7 \u00e7ap, p\u00fcr\u00fczl\u00fcl\u00fck katsay\u0131s\u0131 ve ak\u0131\u015fkan\u0131n kinematik viskozitesinden tahmin eder. An\u0131nda sonu\u00e7 almak i\u00e7in de\u011ferleri y\u00fczde, metre ve m\u00b2\/s cinsinden girin.\" aria-label=\"Favorilere ekle\" data-favorite-icon=\"icon icon-pipeline\">\n    <span class=\"icon icon-shape-star-empty\" aria-hidden=\"true\"><\/span>\n  <\/button>\n  <div class=\"calcdash-favorite__tip\" aria-hidden=\"true\">\n   <span class=\"favorite-tooltip\" id=\"favorite-tooltip\"><\/span>\n  <\/div>\n  <span class=\"sr-only\" role=\"status\" id=\"favorite-status\"><\/span>\n<\/div><\/div><form action=\"https:\/\/wpcalc.com\/tr\/muhendislik\/boru-hatti-debisi\/\" method=\"POST\" class=\"calculator\" id=\"calculator-618\" data-post=\"618\"><fieldset class=\"fieldset-input\"><legend class=\"sr-only\">Giri\u015f alanlar\u0131<\/legend><div class=\"field has-term\" id=\"input-1\"><label for=\"field-1\">Hydraulic gradient<\/label><div class=\"term\">S<\/div>  <div class=\"absolute bottom-0 left-16 top-8 w-2 h-0.5 bg-blue-500\"><\/div><input type=\"number\" name=\"hydraulic_gradient\" id=\"field-1\" aria-describedby=\"calc-unit-1\" step=\"0.01\" value=\"2\"\/><div class=\"unit\" id=\"calc-unit-1\">%<\/div><\/div><div class=\"field has-term\" id=\"input-2\"><label for=\"field-2\">Kinematic viscosity of water<\/label><div class=\"term\">v<\/div>  <div class=\"absolute bottom-0 left-16 top-8 w-2 h-0.5 bg-blue-500\"><\/div><input type=\"number\" name=\"kinematic_viscosity_of_water\" id=\"field-2\" aria-describedby=\"calc-unit-2\" step=\"0.0000001\" value=\"0.0000013\"\/><div class=\"unit\" id=\"calc-unit-2\">m\u00b2\/s<\/div><\/div><div class=\"field has-term\" id=\"input-3\"><label for=\"field-3\">Internal diameter<\/label><div class=\"term\">D<\/div>  <div class=\"absolute bottom-0 left-16 top-8 w-2 h-0.5 bg-blue-500\"><\/div><input type=\"number\" name=\"internal_diameter\" id=\"field-3\" aria-describedby=\"calc-unit-3\" step=\"0.01\" value=\"0.5\"\/><div class=\"unit\" id=\"calc-unit-3\">m<\/div><\/div><div class=\"field has-term\" id=\"input-4\"><label for=\"field-4\">Roughness coefficient<\/label><div class=\"term\">K\u209b<\/div>  <div class=\"absolute bottom-0 left-16 top-8 w-2 h-0.5 bg-blue-500\"><\/div><input type=\"number\" name=\"roughness_coefficient\" id=\"field-4\" aria-describedby=\"calc-unit-4\" step=\"0.001\" value=\"0.01\"\/><div class=\"unit\" id=\"calc-unit-4\">m<\/div><\/div><div class=\"field has-term\" id=\"input-5\"><label for=\"field-5\">Area of section<\/label><div class=\"term\">A<\/div>  <div class=\"absolute bottom-0 left-16 top-8 w-2 h-0.5 bg-blue-500\"><\/div><input type=\"number\" name=\"area_of_section\" id=\"field-5\" aria-describedby=\"calc-unit-5\" step=\"0.01\" value=\"0.2\"\/><div class=\"unit\" id=\"calc-unit-5\">m\u00b2<\/div><\/div><\/fieldset><div class=\"buttons\"><button type=\"submit\" data-text=\"Yeniden hesapla\" id=\"calculate-button\" data-post=\"618\">Hesapla<\/button><button type=\"reset\">S\u0131f\u0131rla<\/button><\/div><div class=\"field is-checkbox hidden!\" id=\"field-auto-calc\"><input type=\"checkbox\" id=\"auto-calc\"><label for=\"auto-calc\">Otomatik hesapla<\/label><small>Etkinle\u015ftirilirse, herhangi bir de\u011feri de\u011fi\u015ftirdi\u011finizde sonu\u00e7 otomatik olarak g\u00fcncellenir.<\/small><\/div><div class=\"fieldset-result is-hidden\" aria-labelledby=\"result-title\" aria-live=\"polite\" role=\"region\"> <h3 class=\"result-title bg-gradient-to-r from-primary-50 to-gray-50 dark:from-primary-900 dark:to-gray-800\" id=\"result-title\"><span class=\"icon icon-s-pulse\" aria-hidden=\"true\"><\/span> Sonu\u00e7lar\u0131n\u0131z<\/h3><div class=\"result-box\"><div class=\"field-result\" id=\"output-1\"><span class=\"field-title\"><span>Pipeline flow rate<\/span><\/span><span class=\"field-value\" id=\"result-1\" data-unit=\"m\/s\"><\/span><button type=\"button\" class=\"copy-result\" data-tooltip=\"Sonucu kopyala\" aria-label=\"Sonucu kopyala\"><span class=\"copy-icon icon icon-document-copy\" aria-hidden=\"true\"><\/span><\/button><\/div><\/div><div class=\"result-actions\"><button type=\"button\" class=\"copy-link\"><svg viewBox=\"0 0 20 20\" fill=\"currentColor\" aria-hidden=\"true\"><path d=\"M12.232 4.232a2.5 2.5 0 0 1 3.536 3.536l-1.225 1.224a.75.75 0 0 0 1.061 1.06l1.224-1.224a4 4 0 0 0-5.656-5.656l-3 3a4 4 0 0 0 .225 5.865.75.75 0 0 0 .977-1.138 2.5 2.5 0 0 1-.142-3.667l3-3Z\"\/><path d=\"M11.603 7.963a.75.75 0 0 0-.977 1.138 2.5 2.5 0 0 1 .142 3.667l-3 3a2.5 2.5 0 0 1-3.536-3.536l1.225-1.224a.75.75 0 0 0-1.061-1.06l-1.224 1.224a4 4 0 1 0 5.656 5.656l3-3a4 4 0 0 0-.225-5.865Z\"\/><\/svg><span class=\"copy-link__text\">Bu hesaplaman\u0131n ba\u011flant\u0131s\u0131n\u0131 kopyala<\/span><\/button><span class=\"sr-only\" role=\"status\" id=\"copy-link-status\"><\/span><\/div><\/div><a href=\"#respond\" class=\"hidden transition-opacity duration-300 opacity-0 w-50 text-sm justify-center items-center gap-2 px-4 py-2 rounded bg-gray-200 text-gray-700 hover:bg-gray-300\" id=\"leave-comment\"><span class=\"icon icon-comments\" aria-hidden=\"true\"><\/span>Yorum b\u0131rak<\/a><\/form><\/section><section id=\"calc-reactions\" class=\"not-prose hidden my-12 bg-gradient-to-r from-primary-50 to-gray-50 border border-indigo-100 rounded-xl px-6 py-4 shadow-sm\" data-post=\"618\" aria-live=\"polite\" aria-labelledby=\"calc-reactions-title\"><p id=\"calc-reactions-title\" class=\"text-sm text-gray-500 text-center mb-2\">Bu sonu\u00e7 hakk\u0131nda ne d\u00fc\u015f\u00fcn\u00fcyorsunuz?<\/p><div role=\"group\" aria-labelledby=\"calc-reactions-title\" class=\"grid grid-cols-3 sm:flex sm:flex-row sm:justify-around gap-4 sm:items-center sm:flex-wrap\"><button type=\"button\" aria-pressed=\"false\" class=\"reaction-btn flex flex-col items-center gap-1 text-sm text-gray-700 hover:text-primary-600 cursor-pointer transition-transform hover:scale-105\" data-reaction=\"like\"><span class=\"reaction-count\" data-reaction-count=\"like\">0<\/span><span class=\"reaction text-3xl\" aria-hidden=\"true\">\ud83d\ude00 <\/span><span class=\"reaction-description font-medium\">Be\u011fendim <\/span><\/button><button type=\"button\" aria-pressed=\"false\" class=\"reaction-btn flex flex-col items-center gap-1 text-sm text-gray-700 hover:text-primary-600 cursor-pointer transition-transform hover:scale-105\" data-reaction=\"helpful\"><span class=\"reaction-count\" data-reaction-count=\"helpful\">0<\/span><span class=\"reaction text-3xl\" aria-hidden=\"true\">\ud83d\udca1 <\/span><span class=\"reaction-description font-medium\">Faydal\u0131 <\/span><\/button><button type=\"button\" aria-pressed=\"false\" class=\"reaction-btn flex flex-col items-center gap-1 text-sm text-gray-700 hover:text-primary-600 cursor-pointer transition-transform hover:scale-105\" data-reaction=\"confused\"><span class=\"reaction-count\" data-reaction-count=\"confused\">0<\/span><span class=\"reaction text-3xl\" aria-hidden=\"true\">\ud83d\ude15 <\/span><span class=\"reaction-description font-medium\">Kafam kar\u0131\u015ft\u0131 <\/span><\/button><button type=\"button\" aria-pressed=\"false\" class=\"reaction-btn flex flex-col items-center gap-1 text-sm text-gray-700 hover:text-primary-600 cursor-pointer transition-transform hover:scale-105\" data-reaction=\"disappointed\"><span class=\"reaction-count\" data-reaction-count=\"disappointed\">0<\/span><span class=\"reaction text-3xl\" aria-hidden=\"true\">\ud83d\ude1e <\/span><span class=\"reaction-description font-medium\">Hayal k\u0131r\u0131kl\u0131\u011f\u0131 <\/span><\/button><button type=\"button\" aria-pressed=\"false\" class=\"reaction-btn flex flex-col items-center gap-1 text-sm text-gray-700 hover:text-primary-600 cursor-pointer transition-transform hover:scale-105\" data-reaction=\"inaccurate\"><span class=\"reaction-count\" data-reaction-count=\"inaccurate\">0<\/span><span class=\"reaction text-3xl\" aria-hidden=\"true\">\u274c <\/span><span class=\"reaction-description font-medium\">Hatal\u0131 <\/span><\/button><\/div><div id=\"reaction-message\" class=\"hidden mt-8 rounded-md border border-primary-100 bg-white\/50 backdrop-blur-sm px-4 py-2 text-sm text-center shadow-sm\"><\/div><\/section><div class=\"calcdash-ad not-prose calcdash-ad--calc_result calcdash-ad--in-article\"><ins class=\"adsbygoogle\" style=\"display:block\" data-ad-client=\"ca-pub-1721569815777345\" data-ad-slot=\"6317458308\" data-ad-layout=\"in-article\" data-ad-format=\"fluid\"><\/ins><script>(adsbygoogle = window.adsbygoogle || []).push({});<\/script><\/div>\n<style id=\"wpcoderpro-inline-1\">.formula-box {\r\n\tborder-bottom: none !important;\r\n}<\/style><section class=\"formula-box\" aria-labelledby=\"formula-title\">\r\n\t<div id=\"formula-title\" class=\"not-prose font-display mb-4\"><span class=\"icon icon-formula\" aria-hidden=\"true\"><\/span><h2>Boru Hatt\u0131 Debi Form\u00fcl\u00fc<\/h2><\/div>\r\n\t<figure class=\"not-prose formula\">\r\n\t\t<figcaption class=\"formula-title\">Form\u00fcl<\/figcaption>\r\n\t\t<div class=\"text-base text-gray-800\" id=\"formula\">\n\\[ Q = \\frac{\\pi D^2}{4} \\cdot \\frac{\\sqrt{2gS}}{\\sqrt{K_s \/ v}} \\]\n<\/div>\r\n\t<\/figure>\r\n\t<\/p>\n<p><strong>Burada:<\/strong><\/p>\n<ul>\n<li>\\(Q\\) \u2014 boru hatt\u0131 debisi (hesaplay\u0131c\u0131n\u0131n d\u00f6nd\u00fcrd\u00fc\u011f\u00fc de\u011fer)<\/li>\n<li>\\(D\\) \u2014 boru i\u00e7 \u00e7ap\u0131 (m)<\/li>\n<li>\\(g\\) \u2014 yer\u00e7ekimi ivmesi, \\(9.81\\ \\text{m\/s}^2\\)<\/li>\n<li>\\(S\\) \u2014 hidrolik e\u011fim (boyutsuz, m\/m; hesaplay\u0131c\u0131 y\u00fczde cinsinden girilen de\u011feri 100'e b\u00f6lerek d\u00f6n\u00fc\u015ft\u00fcr\u00fcr)<\/li>\n<li>\\(K_s\\) \u2014 p\u00fcr\u00fczl\u00fcl\u00fck katsay\u0131s\u0131, yani boru duvar\u0131n\u0131n e\u015fde\u011fer kum tanesi p\u00fcr\u00fczl\u00fcl\u00fc\u011f\u00fc (m)<\/li>\n<li>\\(v\\) \u2014 ak\u0131\u015fkan\u0131n kinematik viskozitesi (m\u00b2\/s)<\/li>\n<\/ul>\n<p>\u0130lk \u00e7arpan olan \\(\\frac{\\pi D^2}{4}\\), tam dolu dairesel bir borunun kesit alan\u0131d\u0131r. Geri kalan terimler ise e\u011fimin itici kuvvetini (\\(\\sqrt{2gS}\\) arac\u0131l\u0131\u011f\u0131yla) ve duvar p\u00fcr\u00fczl\u00fcl\u00fc\u011f\u00fcn\u00fcn ak\u0131\u015fkan viskozitesine g\u00f6re frenleyici etkisini (\\(\\sqrt{K_s \/ v}\\) arac\u0131l\u0131\u011f\u0131yla) hesaba katar.<\/p>\n<p>\r\n<\/section>\n<style id=\"wpcoderpro-inline-2\">.calculation-box {\r\n\tborder-bottom: none !important;\r\n}<\/style><section id=\"calculation\" class=\"calculation-box\" aria-labelledby=\"calculation-title\">\r\n\t<div id=\"calculation-title\" class=\"not-prose font-display\"><span class=\"icon icon-unordered-list\" aria-hidden=\"true\"><\/span><h2>Boru Hatt\u0131 Debisi \u2013 Hesaplama \u00d6rne\u011fi<\/h2><\/div>\r\n\r\n<\/p>\n<p><strong>\u00d6rnek:<\/strong> i\u00e7 \u00e7ap\u0131 0,5 m olan bir cazibeli boru hatt\u0131 %2'lik bir e\u011fimle d\u00f6\u015fenmi\u015f, yakla\u015f\u0131k 10 \u00b0C'deki suyu ta\u015f\u0131maktad\u0131r (kinematik viskozite \\(1.3 \\times 10^{-6}\\) m\u00b2\/s) ve duvar p\u00fcr\u00fczl\u00fcl\u00fc\u011f\u00fc 0,01 m'dir \u2014 bunlar hesaplay\u0131c\u0131n\u0131n varsay\u0131lan de\u011ferleridir.<\/p>\n<p>\\[ S = \\frac{2}{100} = 0.02 \\]<\/p>\n<p>\\[ Q = \\frac{\\pi \\cdot 0.5^2}{4} \\cdot \\frac{\\sqrt{2 \\cdot 9.81 \\cdot 0.02}}{\\sqrt{0.01 \/ 0.0000013}} = 0.19635 \\cdot \\frac{0.62642}{87.71} \\approx 0.0014 \\]<\/p>\n<p><strong>Sonu\u00e7:<\/strong> \\(Q \\approx 0.0014\\), sonu\u00e7 alan\u0131nda g\u00f6r\u00fcnt\u00fclenen de\u011ferdir (m\/s). Varsay\u0131lan de\u011ferleri oldu\u011fu gibi b\u0131rak\u0131p Hesapla d\u00fc\u011fmesine basarak bunu do\u011frulayabilirsiniz.<\/p>\n<p>\n\r\n<\/section>\n<h2>Hesaplay\u0131c\u0131 Nas\u0131l Kullan\u0131l\u0131r<\/h2>\n<ol>\n<li><strong>Hidrolik e\u011fimi<\/strong> y\u00fczde cinsinden girin. 2 de\u011feri %2'lik bir e\u011fimi, yani 100 m boru uzunlu\u011fu ba\u015f\u0131na 2 m d\u00fc\u015f\u00fc\u015f anlam\u0131na gelir. Hesaplay\u0131c\u0131 bunu otomatik olarak boyutsuz \\(S\\) e\u011fimine d\u00f6n\u00fc\u015ft\u00fcr\u00fcr.<\/li>\n<li>Suyun <strong>kinematik viskozitesini<\/strong> m\u00b2\/s cinsinden girin. 10 \u00b0C'deki su i\u00e7in bu de\u011fer yakla\u015f\u0131k \\(1.3 \\times 10^{-6}\\) m\u00b2\/s'dir (varsay\u0131lan de\u011fer); 20 \u00b0C'de ise \\(1.0 \\times 10^{-6}\\) m\u00b2\/s civar\u0131ndad\u0131r.<\/li>\n<li>Borunun <strong>i\u00e7 \u00e7ap\u0131n\u0131<\/strong> metre cinsinden girin. Nominal veya d\u0131\u015f \u00e7ap\u0131 de\u011fil, i\u00e7 ge\u00e7i\u015f \u00e7ap\u0131n\u0131 kullan\u0131n.<\/li>\n<li><strong>P\u00fcr\u00fczl\u00fcl\u00fck katsay\u0131s\u0131n\u0131<\/strong> \\(K_s\\) metre cinsinden girin. Bu, boru malzemesinin e\u015fde\u011fer kum tanesi p\u00fcr\u00fczl\u00fcl\u00fc\u011f\u00fcd\u00fcr \u2014 tipik de\u011ferler i\u00e7in a\u015fa\u011f\u0131daki referans tablosuna bak\u0131n.<\/li>\n<li><strong>Kesit alan\u0131n\u0131<\/strong> m\u00b2 cinsinden girin. Tam dolu dairesel bir boru i\u00e7in bu de\u011fer \\(\\frac{\\pi D^2}{4}\\)'e e\u015fittir; 0,5 m \u00e7apta yakla\u015f\u0131k 0,196 m\u00b2 olur.<\/li>\n<li>Boru hatt\u0131 debisini elde etmek i\u00e7in <strong>Hesapla<\/strong> d\u00fc\u011fmesine bas\u0131n.<\/li>\n<\/ol>\n<h2>Sonucun Anlam\u0131<\/h2>\n<p>Boru hatt\u0131 debisi, tek itici kuvvetin hatt\u0131n e\u011fimi oldu\u011fu cazibe ko\u015fullar\u0131nda bir borunun ne kadar ak\u0131\u015fkan ta\u015f\u0131yabildi\u011fini ifade eder. Daha dik e\u011fimler, daha b\u00fcy\u00fck \u00e7aplar, daha p\u00fcr\u00fczs\u00fcz duvarlar ve daha az viskoz ak\u0131\u015fkanlar debiyi art\u0131r\u0131r; form\u00fcl bu etkilerin her birini tek bir ifadede birle\u015ftirir. Bu, drenaj hatlar\u0131, ya\u011fmur suyu kanalizasyonlar\u0131, cazibeli ana hatlar ve di\u011fer bas\u0131n\u00e7s\u0131z sistemler i\u00e7in kullan\u0131lan tahmin t\u00fcr\u00fcd\u00fcr.<\/p>\n<p>Hidrolik e\u011fim \\(S\\), kot d\u00fc\u015f\u00fc\u015f\u00fcn\u00fcn boru uzunlu\u011funa oran\u0131d\u0131r. %2'lik bir e\u011fim, borunun her 100 m'de 2 m su y\u00fck\u00fc kaybetti\u011fi anlam\u0131na gelir ve bu y\u00fck kayb\u0131, ak\u0131\u015fkan\u0131 s\u00fcrt\u00fcnmeye kar\u015f\u0131 h\u0131zland\u0131ran \u015feydir. P\u00fcr\u00fczl\u00fcl\u00fck katsay\u0131s\u0131 \\(K_s\\), boru duvar\u0131ndaki p\u00fcr\u00fczlerin etkin y\u00fcksekli\u011fini temsil eder: p\u00fcr\u00fczs\u00fcz bir plastik boruda \\(K_s\\) 0,0000015 m civar\u0131ndayken, eski, korozyona u\u011fram\u0131\u015f veya per\u00e7inli bir hat 0,003\u20130,01 m'ye ula\u015fabilir ve bu da kapasiteyi ciddi bi\u00e7imde d\u00fc\u015f\u00fcr\u00fcr.<\/p>\n<p>Kinematik viskozite \\(v\\), ak\u0131\u015fkan\u0131n cazibe alt\u0131ndaki ak\u0131\u015fa kar\u015f\u0131 direncini \u00f6l\u00e7er ve s\u0131cakl\u0131\u011fa g\u00fc\u00e7l\u00fc \u015fekilde ba\u011fl\u0131d\u0131r. So\u011fuk su, \u0131l\u0131k suya g\u00f6re belirgin \u015fekilde daha viskozdur; bu nedenle k\u0131\u015f ko\u015fullar\u0131na g\u00f6re tasarlanan bir hat, ayn\u0131 boruyla yaz\u0131n biraz daha fazla ak\u0131\u015f ta\u015f\u0131yabilir. S\u0131cak su sistemi kontrol ediyorsan\u0131z, \u0131s\u0131t\u0131c\u0131y\u0131 gereken debiye g\u00f6re boyutland\u0131rmak i\u00e7in <a href=\"https:\/\/wpcalc.com\/tr\/muhendislik\/aninda-su-isitici-hesaplayici\/\">Anl\u0131k Su Is\u0131t\u0131c\u0131<\/a> hesaplay\u0131c\u0131m\u0131z da i\u015finize yarayabilir.<\/p>\n<h2>Tipik P\u00fcr\u00fczl\u00fcl\u00fck ve Viskozite De\u011ferleri<\/h2>\n<p>\u00dcretici verisi olmad\u0131\u011f\u0131nda bu aral\u0131klar\u0131 ba\u015flang\u0131\u00e7 noktas\u0131 olarak kullan\u0131n:<\/p>\n<table>\n<thead>\n<tr>\n<th>Boru malzemesi<\/th>\n<th>E\u015fde\u011fer p\u00fcr\u00fczl\u00fcl\u00fck \\(K_s\\)<\/th>\n<\/tr>\n<\/thead>\n<tbody>\n<tr>\n<td>PVC, PE ve di\u011fer p\u00fcr\u00fczs\u00fcz plastikler<\/td>\n<td>0,0000015\u20130,00003 m<\/td>\n<\/tr>\n<tr>\n<td>Yeni \u00e7elik<\/td>\n<td>0,000045\u20130,0001 m<\/td>\n<\/tr>\n<tr>\n<td>D\u00f6kme demir<\/td>\n<td>0,00025\u20130,001 m<\/td>\n<\/tr>\n<tr>\n<td>Beton<\/td>\n<td>0,0003\u20130,003 m<\/td>\n<\/tr>\n<tr>\n<td>Per\u00e7inli veya a\u011f\u0131r korozyona u\u011fram\u0131\u015f \u00e7elik<\/td>\n<td>0,003\u20130,01 m<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<p>Suyun kinematik viskozitesi i\u00e7in: 0 \u00b0C'de yakla\u015f\u0131k \\(1.79 \\times 10^{-6}\\) m\u00b2\/s, 10 \u00b0C'de \\(1.31 \\times 10^{-6}\\) m\u00b2\/s, 20 \u00b0C'de \\(1.00 \\times 10^{-6}\\) m\u00b2\/s ve 40 \u00b0C'de \\(0.66 \\times 10^{-6}\\) m\u00b2\/s.<\/p>\n<h2>Varsay\u0131mlar, S\u0131n\u0131rlamalar ve \u0130pu\u00e7lar\u0131<\/h2>\n<ul>\n<li><strong>Yaln\u0131zca cazibeli ak\u0131\u015f.<\/strong> Form\u00fcl, borunun tam dolu akt\u0131\u011f\u0131n\u0131 ve itici kuvvetin yaln\u0131zca e\u011fim oldu\u011funu varsayar. Pompal\u0131 veya bas\u0131n\u00e7l\u0131 boru hatlar\u0131 i\u00e7in Colebrook\u2013White veya Darcy\u2013Weisbach denklemi gibi bas\u0131n\u00e7 odakl\u0131 bir y\u00f6ntem daha uygundur.<\/li>\n<li><strong>Ampirik yakla\u015f\u0131m.<\/strong> \u0130fade, geometrik bir alan terimini p\u00fcr\u00fczl\u00fcl\u00fck ve viskozite d\u00fczeltmeleriyle birle\u015ftirir. Bu h\u0131zl\u0131 bir tasar\u0131m tahminidir; belirli bir projenin tam hidrolik analizinin yerine ge\u00e7mez.<\/li>\n<li><strong>Sonu\u00e7u belirleyen as\u0131l etken \u00e7apt\u0131r.<\/strong> Hesaplama, ak\u0131\u015f alan\u0131n\u0131 t\u00fcretmek i\u00e7in i\u00e7 \u00e7ap \\(D\\) de\u011ferini kullan\u0131r; <em>Kesit alan\u0131<\/em> alan\u0131 yaln\u0131zca referans de\u011feri olarak verilmi\u015ftir ve hesaplanan sonucu de\u011fi\u015ftirmez. \u0130kisinin tutarl\u0131 oldu\u011fundan emin olun (tam dolu dairesel boru i\u00e7in \\(A = \\frac{\\pi D^2}{4}\\)).<\/li>\n<li><strong>\\(K_s\\) de\u011ferini ihtiyatl\u0131 se\u00e7in.<\/strong> Borular ya\u015f, kirlenme ve kire\u00e7lenmeyle p\u00fcr\u00fczlenir. Daha p\u00fcr\u00fczl\u00fc bir de\u011ferle tasar\u0131m yapmak, ileride ya\u015fanacak kapasite kayb\u0131 i\u00e7in bir g\u00fcvenlik pay\u0131 b\u0131rak\u0131r.<\/li>\n<li><strong>Birimlere dikkat edin.<\/strong> \u00c7ap\u0131 ve p\u00fcr\u00fczl\u00fcl\u00fc\u011f\u00fc metre, viskoziteyi m\u00b2\/s ve e\u011fimi y\u00fczde cinsinden girin; birimleri kar\u0131\u015ft\u0131rmak (mm ile m, ya da e\u011fimi y\u00fczde yerine ondal\u0131k olarak girmek) en s\u0131k yap\u0131lan hatan\u0131n kayna\u011f\u0131d\u0131r.<\/li>\n<\/ul>\n<p>Boru hatt\u0131 \u00fczerinde \u00e7al\u0131\u015f\u0131rken di\u011fer sistem bile\u015fenlerini de boyutland\u0131r\u0131yorsan\u0131z, <a href=\"https:\/\/wpcalc.com\/tr\/muhendislik\/awg-hesaplama\/\">Tel Kal\u0131nl\u0131\u011f\u0131<\/a> hesaplay\u0131c\u0131m\u0131z bu i\u015fin elektriksel kar\u015f\u0131l\u0131\u011f\u0131n\u0131 yapar \u2014 belirli bir ak\u0131m i\u00e7in iletken kesiti se\u00e7mek, t\u0131pk\u0131 belirli bir debi i\u00e7in boru \u00e7ap\u0131 se\u00e7mek gibidir.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Cazibeli (yer\u00e7ekimiyle \u00e7al\u0131\u015fan) bir boru hatt\u0131ndaki debiyi hidrolik e\u011fim, i\u00e7 \u00e7ap, p\u00fcr\u00fczl\u00fcl\u00fck katsay\u0131s\u0131 ve ak\u0131\u015fkan\u0131n kinematik viskozitesinden tahmin eder. An\u0131nda sonu\u00e7 almak i\u00e7in de\u011ferleri y\u00fczde, metre ve m\u00b2\/s cinsinden girin.<\/p>\n","protected":false},"author":3168,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"_acf_changed":false,"footnotes":""},"categories":[6],"tags":[62],"class_list":["post-618","post","type-post","status-publish","format-standard","hentry","category-muhendislik","tag-boru-hatti"],"acf":[],"_links":{"self":[{"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/posts\/618","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/users\/3168"}],"replies":[{"embeddable":true,"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/comments?post=618"}],"version-history":[{"count":3,"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/posts\/618\/revisions"}],"predecessor-version":[{"id":3531,"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/posts\/618\/revisions\/3531"}],"wp:attachment":[{"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/media?parent=618"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/categories?post=618"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/tags?post=618"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}