{"id":266,"date":"2024-01-17T11:53:43","date_gmt":"2024-01-17T11:53:43","guid":{"rendered":"https:\/\/calculator6.com\/?p=266"},"modified":"2025-05-08T11:36:11","modified_gmt":"2025-05-08T11:36:11","slug":"boru-hatti-akis-hizi-hesaplayicisi","status":"publish","type":"post","link":"https:\/\/www.calculator6.com\/tr\/boru-hatti-akis-hizi-hesaplayicisi\/","title":{"rendered":"Boru Hatt\u0131 Ak\u0131\u015f H\u0131z\u0131 Hesaplay\u0131c\u0131"},"content":{"rendered":"<p>The <strong>Boru Hatt\u0131 Ak\u0131\u015f H\u0131z\u0131 Hesaplay\u0131c\u0131<\/strong> belirli bir boru hatt\u0131 sistemindeki ak\u0131\u015f h\u0131z\u0131n\u0131 do\u011fru bir \u015fekilde belirlemek i\u00e7in vazge\u00e7ilmez bir ara\u00e7t\u0131r. Bu hesap makinesi, boru hatt\u0131n\u0131n i\u00e7 \u00e7ap\u0131, ta\u015f\u0131nan s\u0131v\u0131n\u0131n \u00f6zellikleri ve sistem i\u00e7indeki bas\u0131n\u00e7 d\u00fc\u015f\u00fc\u015f\u00fc (hidrolik e\u011fimle g\u00f6sterilir) gibi \u00f6nemli fakt\u00f6rleri titizlikle de\u011ferlendirir. Boru hatt\u0131 tasar\u0131m\u0131n\u0131 de\u011ferlendirme, sistem performans\u0131n\u0131 optimize etme ve s\u0131v\u0131lar\u0131n g\u00fcvenli ve verimli bir \u015fekilde ta\u015f\u0131nmas\u0131n\u0131 sa\u011flama gibi kritik g\u00f6revler i\u00e7in ak\u0131\u015f h\u0131z\u0131n\u0131n do\u011fru bir \u015fekilde hesaplanmas\u0131 son derece \u00f6nemlidir. <strong>Boru Hatt\u0131 Ak\u0131\u015f H\u0131z\u0131 Hesaplay\u0131c\u0131<\/strong> m\u00fchendisler ve teknisyenler i\u00e7in de\u011ferli bir kaynakt\u0131r.<\/p>\n<p>\u00c7evrimi\u00e7i kullan\u0131rken <strong>Boru Hatt\u0131 Ak\u0131\u015f H\u0131z\u0131 Hesaplay\u0131c\u0131<\/strong>, kullan\u0131c\u0131lar \u015fu gibi parametreleri girerek hassas hesaplamalar yapabilir: hidrolik gradyan, s\u0131v\u0131n\u0131n kinematik viskozitesi (genellikle, ancak yaln\u0131zca su de\u011fil), i\u00e7 \u00e7ap, p\u00fcr\u00fczl\u00fcl\u00fck katsay\u0131s\u0131 ve borunun kesit alan\u0131. Bu hesap makinesi, \u00f6zellikle t\u00fcrb\u00fclansl\u0131 rejimlerde, borulardaki ak\u0131\u015f\u0131 hesaplamak i\u00e7in yayg\u0131n olarak tan\u0131nan ve end\u00fcstri standard\u0131 bir yakla\u015f\u0131m olan Colebrook-White denklemi y\u00f6ntemini kullan\u0131r. <strong>Boru Hatt\u0131 Ak\u0131\u015f H\u0131z\u0131 Hesaplay\u0131c\u0131<\/strong> g\u00fcvenilir sonu\u00e7lar sa\u011flar.<\/p>\n<hr \/>\n<p>&nbsp;<\/p>\n<div class=\"formbox-wrapper\"><form action=\"https:\/\/www.calculator6.com\/tr\/boru-hatti-akis-hizi-hesaplayicisi\/\" name=\"formbox\" class=\"formbox formbox-278\" id=\"calculator_278\" data-trp-original-action=\"https:\/\/www.calculator6.com\/tr\/boru-hatti-akis-hizi-hesaplayicisi\/\">\n\t\t\t\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<fieldset class=\"formbox__container\"><div class=\"formbox__title\">Hidrolik e\u011fim<\/div><div class=\"formbox__body\"><div class=\"formbox__field has-addon is-right\"><span class=\"formbox__field-addon\">%<\/span><label class=\"formbox__field-lable\" for=\"formbox-field-1\">Hidrolik e\u011fim<\/label><input type=\"number\" class=\"formbox__field-input\" value=\"\" step=\"0.01\" required=\"\" name=\"formbox-field-1\" id=\"formbox-field-1\"><\/div><\/div> <\/fieldset><fieldset class=\"formbox__container\"><div class=\"formbox__title\">Suyun kinematik viskozitesi<\/div><div class=\"formbox__body\"><div class=\"formbox__field has-addon is-right\"><span class=\"formbox__field-addon\">m<sup>2<\/sup>\/s<\/span><label class=\"formbox__field-lable\" for=\"formbox-field-2\">Suyun kinematik viskozitesi<\/label><input type=\"number\" class=\"formbox__field-input\" value=\"\" step=\"0.01\" required=\"\" name=\"formbox-field-2\" id=\"formbox-field-2\"><\/div><\/div> <\/fieldset><fieldset class=\"formbox__container\"><div class=\"formbox__title\">\u0130\u00e7 \u00e7ap<\/div><div class=\"formbox__body\"><div class=\"formbox__field has-addon is-right\"><span class=\"formbox__field-addon\">m<\/span><label class=\"formbox__field-lable\" for=\"formbox-field-3\">\u0130\u00e7 \u00e7ap<\/label><input type=\"number\" class=\"formbox__field-input\" value=\"\" step=\"0.01\" required=\"\" name=\"formbox-field-3\" id=\"formbox-field-3\"><\/div><\/div> <\/fieldset><fieldset class=\"formbox__container\"><div class=\"formbox__title\">P\u00fcr\u00fczl\u00fcl\u00fck katsay\u0131s\u0131<\/div><div class=\"formbox__body\"><div class=\"formbox__field has-addon is-right\"><span class=\"formbox__field-addon\">m<\/span><label class=\"formbox__field-lable\" for=\"formbox-field-4\">P\u00fcr\u00fczl\u00fcl\u00fck katsay\u0131s\u0131<\/label><input type=\"number\" class=\"formbox__field-input\" value=\"\" step=\"0.01\" required=\"\" name=\"formbox-field-4\" id=\"formbox-field-4\"><\/div><\/div> <\/fieldset><fieldset class=\"formbox__container\"><div class=\"formbox__title\">Kesit alan\u0131<\/div><div class=\"formbox__body\"><div class=\"formbox__field has-addon is-right\"><span class=\"formbox__field-addon\">m<sup>2<\/sup><\/span><label class=\"formbox__field-lable\" for=\"formbox-field-5\">Kesit alan\u0131<\/label><input type=\"number\" class=\"formbox__field-input\" value=\"\" step=\"0.01\" required=\"\" name=\"formbox-field-5\" id=\"formbox-field-5\"><\/div><\/div> <\/fieldset><fieldset class=\"formbox__container\"><div class=\"formbox__title\"><\/div><div class=\"formbox__body\"><div class=\"formbox__btn\"><button class=\"formbox__btn-calc\">Hesapla<\/button><button type=\"reset\" class=\"formbox__btn-reset\">S\u0131f\u0131rla<\/button><\/div><\/div> <\/fieldset><fieldset class=\"formbox__container has-result is-hidden\"><div class=\"formbox__title\">Boru Hatt\u0131 Ak\u0131\u015f H\u0131z\u0131<\/div><div class=\"formbox__body\"><div class=\"formbox__field is-result has-addon is-right\"><span class=\"formbox__field-addon\">m\/s<\/span><label class=\"formbox__field-lable\" for=\"formbox-field-6\">Boru Hatt\u0131 Ak\u0131\u015f H\u0131z\u0131<\/label><input type=\"text\" class=\"formbox__field-result\" readonly=\"\" name=\"formbox-field-6\" id=\"formbox-field-6\"><\/div><\/div> <\/fieldset>\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<fieldset class=\"formbox__container formbox__wpcf7 has-result is-hidden\"><div class=\"formbox__title\"><\/div><div class=\"formbox__body\"><div class=\"formbox__btn\"><span class=\"formbox__btn-mail\" tabindex=\"0\">E-posta ile Payla\u015f<\/span><\/div><\/div> <\/fieldset><input type=\"hidden\" class=\"calc-not-change\"><input type=\"hidden\" name=\"trp-form-language\" value=\"tr\"\/><\/form><div class=\"formbox__popup\">\r\n\t\t\t            <div class=\"formbox__popup-wrapper\">\r\n\t\t\t                <div class=\"formbox__popup-header\">\r\n\t\t\t                    <div class=\"formbox__popup-title\">E-posta ile Payla\u015f<\/div>\r\n\t\t\t                    <button class=\"formbox__popup-close\"><\/button>\r\n\t\t\t                <\/div>\r\n\t\t\t                <div 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id=\"cb-count-278\">9<\/span>\r\n\t\t\t\t\t\t<span class=\"cb__tooltip\">Bug\u00fcn Kullan\u0131lan Hesaplama Say\u0131s\u0131<\/span>\r\n\t\t\t\t\t<\/div> \r\n\t\t\t\t\t<div class=\"formbox__footer-separate\">|<\/div>\r\n\t\t\t\t\t<button class=\"formbox__action-btn formbox__btn-likes\" id=\"formbox-btn-likes-278\">\r\n\t\t\t\t\t\t<span class=\"cb-icon-like\"><\/span> \r\n\t\t\t\t\t\t<span class=\"cb-number\" id=\"cb-like-278\">0<\/span>\r\n\t\t\t\t\t\t<span class=\"cb__tooltip\">Be\u011fen<\/span>\r\n\t\t\t\t\t<\/button>\r\n\t\t\t<\/div>\r\n            <style>\r\n                .mobile-add-button {display:none;}\r\n                .formbox__btn-share {display:flex;justify-content:flex-start;align-items:center;}\r\n                .mobile-add-button {display:none !important;}\r\n                @media(max-width: 768px) {\r\n                    .mobile-add-button {display:block !important;}\r\n                    .formbox__btn-share .mobile-hide-share{display:none !important;}\r\n     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data-value=\"278\">\r\n\t\t\t\t\t    <span class=\"mobile-add-button\">\r\n                            <svg style=\"width:23px;height:23px;\" enable-background=\"new 0 0 32 32\" height=\"32px\" id=\"svg2\" version=\"1.1\" viewbox=\"0 0 32 32\" width=\"32px\" xml:space=\"preserve\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" xmlns:cc=\"http:\/\/creativecommons.org\/ns#\" xmlns:dc=\"http:\/\/purl.org\/dc\/elements\/1.1\/\" xmlns:inkscape=\"http:\/\/www.inkscape.org\/namespaces\/inkscape\" xmlns:rdf=\"http:\/\/www.w3.org\/1999\/02\/22-rdf-syntax-ns#\" xmlns:sodipodi=\"http:\/\/sodipodi.sourceforge.net\/DTD\/sodipodi-0.dtd\" xmlns:svg=\"http:\/\/www.w3.org\/2000\/svg\"><g id=\"background\"><rect fill=\"none\" height=\"32\" width=\"32\"\/><\/g><g id=\"sourcecode\"><polygon points=\"22,22 22,26 32,16 22,6 22,10 28,16  \"\/><polygon points=\"10,22 10,26 0,16 10,6 10,10 4,16  \"\/><polygon points=\"10,20 14,20 22,12 18,12  \"\/><\/g><\/svg>\r\n                        <\/span>\r\n                        <span class=\"mobile-hide-share\">Sitene Ekle<\/span>\r\n\t\t\t\t\t    <span id=\"addWebsiteModalTrigger\" class=\"cb__tooltip\"> Sitene Ekle<\/span>\r\n\t\t\t\t\t<\/a>\r\n\t\t\t\t<\/div><input type=\"hidden\" id=\"print_calculator_278\" name=\"print_calculator_278\" value=\"066ac74180\" \/><input type=\"hidden\" name=\"_wp_http_referer\" value=\"\/tr\/wp-json\/wp\/v2\/posts\/266\" \/><\/div><\/div><style id=\"calculator-278-custom-style\"><\/style>\n<p>&nbsp;<\/p>\n<hr \/>\n<p>&nbsp;<\/p>\n<h2>\u00d6zel Bir Hesap Makinesi ile Boru Hatt\u0131 Ak\u0131\u015f H\u0131z\u0131n\u0131n Hesaplanmas\u0131n\u0131n Anla\u015f\u0131lmas\u0131<\/h2>\n<p>The <strong>Boru Hatt\u0131 Ak\u0131\u015f H\u0131z\u0131 Hesaplay\u0131c\u0131<\/strong> \u00f6zellikle t\u00fcrb\u00fclansl\u0131 ak\u0131\u015f rejimlerinin karma\u015f\u0131k alan\u0131nda ak\u0131\u015f h\u0131z\u0131n\u0131n daha do\u011fru bir \u015fekilde belirlenmesini sa\u011flamak i\u00e7in Colebrook-White denkleminden yararlan\u0131r. Hesaplama s\u00fcreci birka\u00e7 \u00f6nemli parametrenin ayr\u0131nt\u0131l\u0131 bir analizini i\u00e7erir. \u0130\u015fte bu hesap makinesinin nas\u0131l \u00e7al\u0131\u015ft\u0131\u011f\u0131na dair bir d\u00f6k\u00fcm:<\/p>\n<p>Hesap makinesi, her biri belirli bir fiziksel anlama sahip olan birka\u00e7 parametrenin girilmesini gerektirir:<\/p>\n<ul>\n<li><strong>Hidrolik E\u011fim (i):<\/strong> Bu parametre, boru hatt\u0131n\u0131n birim uzunlu\u011fu ba\u015f\u0131na d\u00fc\u015fen bas\u0131n\u00e7 d\u00fc\u015f\u00fc\u015f\u00fcn\u00fc temsil eder ve s\u00fcrt\u00fcnmeden kaynaklanan enerji kayb\u0131n\u0131 etkili bir \u015fekilde \u00f6l\u00e7er.<\/li>\n<li><strong>Kinematik Viskozite (\u03bd):<\/strong> Bu \u00f6zellik, ak\u0131\u015fkan\u0131n yer\u00e7ekimi ve eylemsizlik kuvvetlerinin etkisi alt\u0131nda ak\u0131\u015fa kar\u015f\u0131 direncini niceliksel olarak belirler. Hesap makinesi giri\u015fi &quot;suyun kinematik viskozitesi&quot; olarak etiketlenebilirken, hesap makinesinin ta\u015f\u0131nan *herhangi bir* ak\u0131\u015fkan\u0131n kinematik viskozitesini kabul edebilece\u011fini anlamak \u00f6nemlidir.<\/li>\n<li><strong>\u0130\u00e7 \u00c7ap (D):<\/strong> Borunun i\u00e7 \u00e7ap\u0131 temel bir geometrik parametredir. Do\u011frudan ak\u0131\u015fkan ak\u0131\u015f\u0131 i\u00e7in mevcut kesit alan\u0131n\u0131 belirler ve dolay\u0131s\u0131yla ak\u0131\u015f h\u0131z\u0131n\u0131 \u00f6nemli \u00f6l\u00e7\u00fcde etkiler.<\/li>\n<li><strong>P\u00fcr\u00fczl\u00fcl\u00fck Katsay\u0131s\u0131 (k):<\/strong> Bu katsay\u0131, i\u00e7 boru y\u00fczey p\u00fcr\u00fczl\u00fcl\u00fc\u011f\u00fcn\u00fcn bir \u00f6l\u00e7\u00fcs\u00fcn\u00fc temsil eder. Boru p\u00fcr\u00fczl\u00fcl\u00fc\u011f\u00fc, ak\u0131\u015f\u0131 engelleyen ve ak\u0131\u015f h\u0131z\u0131n\u0131 azaltan s\u00fcrt\u00fcnmeye neden olur. Hesap makinesi taraf\u0131ndan kullan\u0131lan Colebrook-White denklemi, bu fakt\u00f6r\u00fc etkili bir \u015fekilde hesaba katar.<\/li>\n<li><strong>Kesit Alan\u0131 (A):<\/strong> Borunun kesit alan\u0131, genellikle i\u00e7 \u00e7ap\u0131ndan hesaplanarak, ak\u0131\u015fkan\u0131n boru i\u00e7erisinde hareket edebilmesi i\u00e7in mevcut alan\u0131 temsil eder.<\/li>\n<\/ul>\n<p>Ak\u0131\u015fkan dinami\u011finin temel ta\u015flar\u0131ndan biri olan Colebrook-White denklemi, \u00f6zellikle t\u00fcrb\u00fclansl\u0131 ak\u0131\u015f rejimlerinde Darcy s\u00fcrt\u00fcnme fakt\u00f6r\u00fcn\u00fc (f) hesaplamak i\u00e7in kullan\u0131lan \u00f6rt\u00fck bir denklemdir. Darcy s\u00fcrt\u00fcnme fakt\u00f6r\u00fc, ak\u0131\u015fkan ile boru duvar\u0131 aras\u0131ndaki s\u00fcrt\u00fcnmeden kaynaklanan ak\u0131\u015fa kar\u015f\u0131 direnci karakterize eden boyutsal olmayan bir niceliktir. <strong>Boru Hatt\u0131 Ak\u0131\u015f H\u0131z\u0131 Hesaplay\u0131c\u0131<\/strong> s\u00fcrt\u00fcnme fakt\u00f6r\u00fc i\u00e7in do\u011frudan \u00e7\u00f6z\u00fclemedi\u011finden bu denklemi iteratif olarak \u00e7\u00f6zer.<\/p>\n<p>Ak\u0131\u015f h\u0131z\u0131 (Q) daha sonra temel ili\u015fki kullan\u0131larak hesaplan\u0131r: Q = A * V, burada V ak\u0131\u015f h\u0131z\u0131n\u0131 temsil eder. Hesap makinesi, ak\u0131\u015f h\u0131z\u0131n\u0131 Darcy s\u00fcrt\u00fcnme fakt\u00f6r\u00fcne ve di\u011fer giri\u015f parametrelerine g\u00f6re do\u011fru bir \u015fekilde belirler. <strong>Boru Hatt\u0131 Ak\u0131\u015f H\u0131z\u0131 Hesaplay\u0131c\u0131<\/strong> sa\u011flam bir \u00e7\u00f6z\u00fcm sunar. Daha ilgili hesap makinesi i\u00e7in <a href=\"https:\/\/www.calculator6.com\/tr\/engineering\/civil\/\">buraya t\u0131klay\u0131n.<\/a><\/p>\n<h2>Boru Hatt\u0131 Ak\u0131\u015f H\u0131z\u0131n\u0131n Tan\u0131mlanmas\u0131: Temel Bir Kavram<\/h2>\n<p><strong>Boru hatt\u0131 ak\u0131\u015f h\u0131z\u0131<\/strong> resmen, belirli bir zaman birimi i\u00e7inde bir boru hatt\u0131n\u0131n belirli bir kesitinden ge\u00e7en s\u0131v\u0131 hacmi olarak tan\u0131mlan\u0131r. Bu \u00f6l\u00e7\u00fcm, borudan ta\u015f\u0131nan s\u0131v\u0131 miktar\u0131n\u0131 niceliksel olarak belirtir ve genellikle saniye ba\u015f\u0131na metrek\u00fcp (m\u00b3\/s), saniye ba\u015f\u0131na litre (L\/s), dakika ba\u015f\u0131na galon (GPM) veya saniye ba\u015f\u0131na k\u00fcbik fit (cfs) gibi standart hacim birimleri kullan\u0131larak ifade edilir. Do\u011fru bir \u015fekilde belirlenmesi <strong>boru hatt\u0131 ak\u0131\u015f h\u0131z\u0131<\/strong> yaln\u0131zca teorik bir \u00e7al\u0131\u015fma de\u011fil; uygulama veya \u00f6l\u00e7e\u011fi ne olursa olsun, herhangi bir boru hatt\u0131 sisteminin etkili tasar\u0131m\u0131, verimli i\u015fletimi ve titiz optimizasyonu i\u00e7in olmazsa olmaz bir \u00f6n ko\u015fuldur.<\/p>\n<h2>Sistem Tasar\u0131m\u0131nda ve \u0130\u015fletmesinde Boru Hatt\u0131 Ak\u0131\u015f H\u0131z\u0131n\u0131n \u00d6neminin Ayr\u0131nt\u0131l\u0131 A\u00e7\u0131klamas\u0131<\/h2>\n<p><strong>Boru hatt\u0131 ak\u0131\u015f h\u0131z\u0131<\/strong> boru hatt\u0131 sistemlerinin \u00e7e\u015fitli y\u00f6nleri \u00fczerinde derin bir etki uygulayan, performanslar\u0131n\u0131, verimliliklerini ve g\u00fcvenliklerini etkileyen kritik bir parametredir. \u00d6neminin kapsaml\u0131 bir \u015fekilde anla\u015f\u0131lmas\u0131 m\u00fchendisler ve operat\u00f6rler i\u00e7in hayati \u00f6neme sahiptir:<\/p>\n<ul>\n<li><strong>Sistem Verimlili\u011fi:<\/strong> Do\u011fru ak\u0131\u015f h\u0131z\u0131n\u0131 elde etmek, boru hatt\u0131 sisteminin maksimum verimlilikte \u00e7al\u0131\u015fmas\u0131n\u0131 sa\u011flamak i\u00e7in \u00e7ok \u00f6nemlidir. Optimum ak\u0131\u015f h\u0131zlar\u0131, boru i\u00e7indeki s\u00fcrt\u00fcnme ve t\u00fcrb\u00fclanstan kaynaklanan enerji kay\u0131plar\u0131n\u0131 en aza indirir ve pompalama maliyetlerinin d\u00fc\u015fmesine ve genel sistem performans\u0131nda \u00f6nemli bir iyile\u015fmeye yol a\u00e7ar. <strong>Boru Hatt\u0131 Ak\u0131\u015f H\u0131z\u0131 Hesaplay\u0131c\u0131<\/strong> bu optimizasyona yard\u0131mc\u0131 olur.<\/li>\n<li><strong>Boru Hatt\u0131 Boyutland\u0131rmas\u0131:<\/strong> Ak\u0131\u015f h\u0131z\u0131, boru hatt\u0131n\u0131n uygun boyutunu, \u00f6zellikle \u00e7ap\u0131n\u0131 belirlemede birincil fakt\u00f6r olarak hizmet eder. Borular, a\u015f\u0131r\u0131 bas\u0131n\u00e7 d\u00fc\u015f\u00fc\u015fleri veya a\u015f\u0131r\u0131 y\u00fcksek veya d\u00fc\u015f\u00fck s\u0131v\u0131 h\u0131zlar\u0131 gibi sorunlarla kar\u015f\u0131la\u015fmadan beklenen ak\u0131\u015f h\u0131z\u0131 aral\u0131\u011f\u0131n\u0131 kar\u015f\u0131layacak \u015fekilde titizlikle boyutland\u0131r\u0131lmal\u0131d\u0131r; bunlar\u0131n her ikisi de sistem b\u00fct\u00fcnl\u00fc\u011f\u00fcn\u00fc tehlikeye atabilir.<\/li>\n<li><strong>Bas\u0131n\u00e7 D\u00fc\u015f\u00fcm\u00fc Hesab\u0131:<\/strong> Ak\u0131\u015f h\u0131z\u0131, boru hatt\u0131nda meydana gelen bas\u0131n\u00e7 d\u00fc\u015f\u00fc\u015f\u00fcyle do\u011frudan bir ili\u015fki g\u00f6sterir. Bu nedenle, do\u011fru ak\u0131\u015f h\u0131z\u0131 hesaplamalar\u0131 bas\u0131n\u00e7 kay\u0131plar\u0131n\u0131 tahmin etmek ve etkili bir \u015fekilde y\u00f6netmek i\u00e7in vazge\u00e7ilmezdir. Bu bas\u0131n\u00e7 kay\u0131plar\u0131, pompalama gereksinimlerini, enerji t\u00fcketimini ve boru hatt\u0131 operasyonunun genel ekonomik uygulanabilirli\u011fini do\u011frudan etkiler.<\/li>\n<li><strong>Ak\u0131\u015fkan H\u0131z Kontrol\u00fc:<\/strong> Ak\u0131\u015f h\u0131z\u0131, borunun kesit alan\u0131yla birlikte, ak\u0131\u015fkan h\u0131z\u0131n\u0131 benzersiz bir \u015fekilde belirler. Ak\u0131\u015fkan h\u0131z\u0131 \u00fczerinde hassas bir kontrol sa\u011flamak, boru duvarlar\u0131n\u0131n a\u015f\u0131nmas\u0131, korozyon ve boru hatt\u0131n\u0131n uzun vadeli g\u00fcvenilirli\u011fini ve emniyetini tehlikeye atabilecek potansiyel olarak zararl\u0131 su darbesi olaylar\u0131 gibi zararl\u0131 olaylar\u0131 \u00f6nlemek i\u00e7in son derece \u00f6nemlidir.<\/li>\n<li><strong>Pompa Se\u00e7imi ve Performans\u0131:<\/strong> Gerekli ak\u0131\u015f h\u0131z\u0131, boru hatt\u0131 sistemi i\u00e7in en uygun pompalar\u0131n se\u00e7imini belirleyen \u00f6nemli bir parametredir. Pompalar, gerekli bas\u0131n\u00e7ta istenen ak\u0131\u015f h\u0131z\u0131n\u0131 sa\u011flayacak \u015fekilde dikkatlice se\u00e7ilmeli ve b\u00f6ylece verimli ve g\u00fcvenilir s\u0131v\u0131 hareketi sa\u011flanmal\u0131d\u0131r.<\/li>\n<li><strong>Genel Sistem Performans\u0131:<\/strong> Ak\u0131\u015f h\u0131z\u0131, boru hatt\u0131 sisteminin genel performans\u0131n\u0131 do\u011frudan ve \u00f6nemli \u00f6l\u00e7\u00fcde etkiler. Buna, s\u0131v\u0131y\u0131 ta\u015f\u0131ma kapasitesi, verimi ve hizmet verdi\u011fi uygulaman\u0131n taleplerini etkili bir \u015fekilde kar\u015f\u0131lama yetene\u011fi dahildir. <strong>Boru Hatt\u0131 Ak\u0131\u015f H\u0131z\u0131 Hesaplay\u0131c\u0131<\/strong> do\u011fru performans tahminine katk\u0131da bulunur.<\/li>\n<li><strong>\u0130\u015fletme G\u00fcvenli\u011fi:<\/strong> Do\u011fru ak\u0131\u015f h\u0131z\u0131n\u0131 korumak yaln\u0131zca verimlilik meselesi de\u011fildir; boru hatlar\u0131n\u0131n g\u00fcvenli \u00e7al\u0131\u015fmas\u0131 i\u00e7in olmazsa olmaz bir \u00f6n ko\u015fuldur. A\u015f\u0131r\u0131 ak\u0131\u015f h\u0131zlar\u0131 tehlikeli a\u015f\u0131r\u0131 bas\u0131n\u00e7 durumlar\u0131na, s\u0131z\u0131nt\u0131lara veya hatta felaketle sonu\u00e7lanan kopmalara yol a\u00e7abilirken, yetersiz ak\u0131\u015f h\u0131zlar\u0131 yetersiz tedarik, sistem ar\u0131zalar\u0131 veya boru i\u00e7inde istenmeyen maddelerin birikmesine neden olabilir.<\/li>\n<\/ul>\n<h2>Boru Hatt\u0131 Ak\u0131\u015f H\u0131z\u0131n\u0131 Etkileyen Fakt\u00f6rlerin Ayr\u0131nt\u0131l\u0131 A\u00e7\u0131klamas\u0131<\/h2>\n<p><strong>Boru hatt\u0131 ak\u0131\u015f h\u0131z\u0131<\/strong> \u00e7ok say\u0131da etkile\u015fimli fakt\u00f6rden etkilenen karma\u015f\u0131k bir olgudur. <strong>Boru Hatt\u0131 Ak\u0131\u015f H\u0131z\u0131 Hesaplay\u0131c\u0131<\/strong> bu temel fakt\u00f6rlerden birka\u00e7\u0131n\u0131 b\u00fcnyesinde bar\u0131nd\u0131rsa da, etkili boru hatt\u0131 tasar\u0131m\u0131 ve i\u015fletimi i\u00e7in daha ayr\u0131nt\u0131l\u0131 ve kapsaml\u0131 bir anlay\u0131\u015f \u015fartt\u0131r:<\/p>\n<ul>\n<li><strong>Boru \u00c7ap\u0131:<\/strong> Borunun i\u00e7 \u00e7ap\u0131 birincil geometrik fakt\u00f6rd\u00fcr. Daha b\u00fcy\u00fck bir i\u00e7 \u00e7ap, daha b\u00fcy\u00fck bir kesit alan\u0131 sa\u011flar ve belirli bir h\u0131zda daha b\u00fcy\u00fck bir s\u0131v\u0131 hacminin akmas\u0131na olanak tan\u0131r, bu da do\u011frudan daha y\u00fcksek bir ak\u0131\u015f h\u0131z\u0131na d\u00f6n\u00fc\u015f\u00fcr. Tersine, daha k\u00fc\u00e7\u00fck bir \u00e7ap ak\u0131\u015f\u0131 k\u0131s\u0131tlar ve daha d\u00fc\u015f\u00fck bir ak\u0131\u015f h\u0131z\u0131yla sonu\u00e7lan\u0131r.<\/li>\n<li><strong>Ak\u0131\u015fkan \u00d6zellikleri:<\/strong> Ta\u015f\u0131nan s\u0131v\u0131n\u0131n do\u011fal \u00f6zellikleri \u00f6nemli bir rol oynar. \u00d6zellikle, ak\u0131\u015fkan\u0131n ak\u0131\u015fa direncini temsil eden viskozitesi ve birim hacim ba\u015f\u0131na k\u00fctlesini temsil eden yo\u011funlu\u011fu, ak\u0131\u015f h\u0131z\u0131 \u00fczerinde \u00f6nemli bir etkiye sahiptir. Daha viskoz s\u0131v\u0131lar harekete kar\u015f\u0131 daha fazla diren\u00e7 g\u00f6sterir ve bu nedenle daha az viskoz s\u0131v\u0131lara k\u0131yasla daha yava\u015f akma e\u011filimindedir.<\/li>\n<li><strong>Bas\u0131n\u00e7 Gradyan\u0131 (Hidrolik Gradyan):<\/strong> Boru hatt\u0131n\u0131n uzunlu\u011fu boyunca var olan bas\u0131n\u00e7 fark\u0131, ak\u0131\u015fkan ak\u0131\u015f\u0131n\u0131n arkas\u0131ndaki itici g\u00fc\u00e7 olarak hizmet eder. Birim uzunluk ba\u015f\u0131na daha y\u00fcksek bir bas\u0131n\u00e7 d\u00fc\u015f\u00fc\u015f\u00fc ile karakterize edilen daha dik bir bas\u0131n\u00e7 gradyan\u0131, daha b\u00fcy\u00fck bir itici g\u00fcc\u00fc g\u00f6sterir ve sonu\u00e7 olarak daha y\u00fcksek bir ak\u0131\u015f h\u0131z\u0131yla sonu\u00e7lan\u0131r.<\/li>\n<li><strong>Boru P\u00fcr\u00fczl\u00fcl\u00fc\u011f\u00fc:<\/strong> Borunun i\u00e7 y\u00fczey p\u00fcr\u00fczl\u00fcl\u00fc\u011f\u00fc, ak\u0131\u015fkan\u0131n ak\u0131\u015f\u0131n\u0131 engelleyen ve genel ak\u0131\u015f h\u0131z\u0131n\u0131 azaltan s\u00fcrt\u00fcnmeye neden olur. Daha p\u00fcr\u00fczl\u00fc i\u00e7 y\u00fczeylere sahip borular, ak\u0131\u015fa kar\u015f\u0131 daha fazla diren\u00e7 g\u00f6sterir ve bu da daha p\u00fcr\u00fczs\u00fcz borulara k\u0131yasla daha d\u00fc\u015f\u00fck ak\u0131\u015f h\u0131zlar\u0131na yol a\u00e7ar. Hesap makinesinin hesaplamalar\u0131n\u0131n temelini olu\u015fturan Colebrook-White denklemi, boru p\u00fcr\u00fczl\u00fcl\u00fc\u011f\u00fcn\u00fcn ak\u0131\u015f davran\u0131\u015f\u0131 \u00fczerindeki etkisini etkili bir \u015fekilde hesaba katar.<\/li>\n<li><strong>Ak\u0131\u015fkan H\u0131z\u0131:<\/strong> Ak\u0131\u015fkan\u0131n boru i\u00e7erisinde hareket h\u0131z\u0131, ak\u0131\u015f h\u0131z\u0131n\u0131n ve borunun kesit alan\u0131n\u0131n do\u011frudan bir sonucudur.<\/li>\n<li><strong>Y\u00fckselti De\u011fi\u015fiklikleri:<\/strong> Boru hatt\u0131n\u0131n yolu boyunca y\u00fckseklikteki de\u011fi\u015fimler bas\u0131nc\u0131 ve sonu\u00e7 olarak ak\u0131\u015f h\u0131z\u0131n\u0131 \u00f6nemli \u00f6l\u00e7\u00fcde etkileyebilir. Yer\u00e7ekimi, boru hatt\u0131n\u0131n s\u0131ras\u0131yla a\u015fa\u011f\u0131 veya yukar\u0131 e\u011fimli olmas\u0131na ba\u011fl\u0131 olarak ak\u0131\u015fkan ak\u0131\u015f\u0131na yard\u0131mc\u0131 olabilir veya kar\u015f\u0131 koyabilir.<\/li>\n<li><strong>Vanalar ve Ba\u011flant\u0131 Par\u00e7alar\u0131:<\/strong> Boru hatt\u0131 sistemindeki vanalar\u0131n, dirseklerin, dirseklerin ve di\u011fer ba\u011flant\u0131 par\u00e7alar\u0131n\u0131n varl\u0131\u011f\u0131 ak\u0131\u015fa ek diren\u00e7 getirir. Bu bile\u015fenler ak\u0131\u015fkan\u0131n d\u00fczg\u00fcn ak\u0131\u015f\u0131n\u0131 bozarak enerji kay\u0131plar\u0131na ve genel ak\u0131\u015f h\u0131z\u0131nda azalmaya yol a\u00e7ar.<\/li>\n<li><strong>Sistem Tasar\u0131m\u0131 ve D\u00fczeni:<\/strong> Boru hatt\u0131 sisteminin toplam uzunlu\u011fu, \u00e7e\u015fitli b\u00f6l\u00fcmlerinin d\u00fczenlenmesi ve dallar\u0131n veya ba\u011flant\u0131lar\u0131n varl\u0131\u011f\u0131 da dahil olmak \u00fczere genel tasar\u0131m\u0131 ve d\u00fczeni, boru hatt\u0131n\u0131n farkl\u0131 b\u00f6l\u00fcmlerindeki ak\u0131\u015f\u0131n da\u011f\u0131l\u0131m\u0131na ve ortaya \u00e7\u0131kan ak\u0131\u015f h\u0131z\u0131na katk\u0131da bulunur.<\/li>\n<\/ul>\n<h2>Colebrook-White Denkleminin Ayr\u0131nt\u0131l\u0131 A\u00e7\u0131klamas\u0131 ve Hesap Makinesindeki Uygulamas\u0131<\/h2>\n<p>The <strong>Boru Hatt\u0131 Ak\u0131\u015f H\u0131z\u0131 Hesaplay\u0131c\u0131<\/strong> ak\u0131\u015fkan dinami\u011finin temel ta\u015f\u0131 olan Colebrook-White denklemine dayan\u0131r. Bu denklem, pratik boru hatt\u0131 uygulamalar\u0131nda kar\u015f\u0131la\u015f\u0131lan en yayg\u0131n ak\u0131\u015f rejimi olan t\u00fcrb\u00fclansl\u0131 ak\u0131\u015f ba\u011flam\u0131nda Darcy s\u00fcrt\u00fcnme fakt\u00f6r\u00fcn\u00fc (f) hesaplamak i\u00e7in temel bir ili\u015fki sa\u011flar. Darcy s\u00fcrt\u00fcnme fakt\u00f6r\u00fc, hareket eden ak\u0131\u015fkan ile borunun i\u00e7 duvarlar\u0131 aras\u0131ndaki s\u00fcrt\u00fcnmeden kaynaklanan ak\u0131\u015fa kar\u015f\u0131 direnci karakterize etmede \u00f6nemli bir rol oynayan boyutsal olmayan bir niceliktir. Colebrook-White denklemi \u015fu \u015fekilde ifade edilir:<\/p>\n<p>1 \/ \u221af = -2 * log10 ( (k \/ (3,7 * D) ) + (2,51 \/ (Re * \u221af) ) )<\/p>\n<p>Nerede:<\/p>\n<ul>\n<li>f = Darcy s\u00fcrt\u00fcnme fakt\u00f6r\u00fc (boyutsuz)<\/li>\n<li>k = P\u00fcr\u00fczl\u00fcl\u00fck katsay\u0131s\u0131 (uzunluk birimi, \u00f6rne\u011fin metre veya ayak)<\/li>\n<li>D = Borunun i\u00e7 \u00e7ap\u0131 (uzunluk birimi, \u00f6rne\u011fin metre veya ayak)<\/li>\n<li>Re = Reynolds say\u0131s\u0131 (ak\u0131\u015f rejimini laminer veya t\u00fcrb\u00fclansl\u0131 olarak nitelendiren boyutsuz nicelik)<\/li>\n<\/ul>\n<p>Colebrook-White denkleminin \u00f6rt\u00fck bir denklem oldu\u011funu, yani Darcy s\u00fcrt\u00fcnme fakt\u00f6r\u00fcn\u00fcn (f) denklemin her iki taraf\u0131nda da g\u00f6r\u00fcnd\u00fc\u011f\u00fcn\u00fc kabul etmek \u00f6nemlidir. Sonu\u00e7 olarak, cebirsel manip\u00fclasyon kullan\u0131larak do\u011frudan \u00e7\u00f6z\u00fclemez. Bunun yerine, <strong>Boru Hatt\u0131 Ak\u0131\u015f H\u0131z\u0131 Hesaplay\u0131c\u0131<\/strong> (f) denklemini y\u00fcksek do\u011frulukta tatmin eden bir \u00e7\u00f6z\u00fcm bulmak i\u00e7in say\u0131sal y\u00f6ntemler, \u00f6zellikle yinelemeli teknikler kullan\u0131r.<\/p>\n<p>Darcy s\u00fcrt\u00fcnme fakt\u00f6r\u00fc (f) bu yinelemeli i\u015flemle belirlendikten sonra, hesap makinesi uygun ak\u0131\u015fkan dinami\u011fi prensiplerini kullanarak ak\u0131\u015f h\u0131z\u0131n\u0131 (V) hesaplamaya ba\u015flar. Son olarak, ak\u0131\u015f h\u0131z\u0131 (Q) temel ili\u015fki kullan\u0131larak hesaplan\u0131r: Q = A * V, burada A borunun kesit alan\u0131n\u0131 temsil eder. Bu ad\u0131m, genellikle saniye ba\u015f\u0131na metrek\u00fcp (m\u00b3\/s) veya dakika ba\u015f\u0131na galon (GPM) gibi birimlerle ifade edilen istenen hacimsel ak\u0131\u015f h\u0131z\u0131n\u0131 sa\u011flar. <strong>Boru Hatt\u0131 Ak\u0131\u015f H\u0131z\u0131 Hesaplay\u0131c\u0131<\/strong> bu hesaplamalar\u0131 entegre eder.<\/p>\n<h2>Boru Hatt\u0131 Ak\u0131\u015f H\u0131z\u0131 Hesaplamas\u0131n\u0131n \u00c7e\u015fitli Uygulamalar\u0131n\u0131n Ayr\u0131nt\u0131l\u0131 A\u00e7\u0131klamas\u0131<\/h2>\n<p>Kesin <strong>boru hatt\u0131 ak\u0131\u015f h\u0131z\u0131 hesaplamas\u0131<\/strong> sadece akademik bir \u00e7al\u0131\u015fma de\u011fil; \u00e7ok say\u0131da end\u00fcstri ve m\u00fchendislik disiplininde geni\u015f bir yelpazede pratik uygulamalara sahip vazge\u00e7ilmez bir ara\u00e7t\u0131r:<\/p>\n<ul>\n<li><strong>Petrol ve Gaz End\u00fcstrisi:<\/strong> Petrol ve gaz sekt\u00f6r\u00fcnde, ham petrol, rafine petrol \u00fcr\u00fcnleri ve do\u011fal gaz\u0131 geni\u015f mesafelerde ta\u015f\u0131yan boru hatlar\u0131n\u0131n tasar\u0131m\u0131 ve verimli i\u015fletimi i\u00e7in hassas ak\u0131\u015f h\u0131z\u0131 hesaplamalar\u0131 son derece \u00f6nemlidir. Bu hesaplamalar, optimum boru hatt\u0131 kapasitesini belirlemek, verimli pompalama programlar\u0131 geli\u015ftirmek ve bu hayati enerji kaynaklar\u0131n\u0131n g\u00fcvenli ve ekonomik bir \u015fekilde ta\u015f\u0131nmas\u0131n\u0131 sa\u011flamak i\u00e7in \u00f6nemlidir. <strong>Boru Hatt\u0131 Ak\u0131\u015f H\u0131z\u0131 Hesaplay\u0131c\u0131<\/strong> Bu sekt\u00f6rde olduk\u00e7a \u00f6nemlidir.<\/li>\n<li><strong>Su ve At\u0131ksu Ar\u0131tma:<\/strong> Debi hesaplamalar\u0131, su da\u011f\u0131t\u0131m \u015febekelerinin, kanalizasyon toplama sistemlerinin ve su ve at\u0131k su ar\u0131tma tesislerinin tasar\u0131m\u0131 ve y\u00f6netiminde kritik bir rol oynar. Do\u011fru hesaplamalar, yeterli miktarda i\u00e7ilebilir su temini, at\u0131k suyun uygun \u015fekilde ar\u0131t\u0131lmas\u0131 ve bertaraf edilmesi ve pompa istasyonlar\u0131n\u0131n ve ar\u0131tma s\u00fcre\u00e7lerinin verimli bir \u015fekilde i\u015fletilmesini sa\u011flar.<\/li>\n<li><strong>Kimyasal \u0130\u015fleme:<\/strong> Kimyasal i\u015fleme end\u00fcstrisinde, boru hatlar\u0131 genellikle zorlu ko\u015fullar alt\u0131nda \u00e7ok \u00e7e\u015fitli kimyasallar\u0131 ta\u015f\u0131mak i\u00e7in kullan\u0131l\u0131r. \u00dcr\u00fcn kalitesini korumak, operasyonel g\u00fcvenli\u011fi sa\u011flamak ve kimyasal reaksiyonlar\u0131n ve ay\u0131rma s\u00fcre\u00e7lerinin verimlili\u011fini optimize etmek i\u00e7in ak\u0131\u015f h\u0131zlar\u0131n\u0131n do\u011fru bir \u015fekilde kontrol edilmesi kesinlikle hayati \u00f6nem ta\u015f\u0131r.<\/li>\n<li><strong>G\u00fc\u00e7 \u00fcretimi:<\/strong> Termik, hidroelektrik ve n\u00fckleer tesisler de dahil olmak \u00fczere enerji santralleri, so\u011futma suyu, buhar ve di\u011fer temel s\u0131v\u0131lar\u0131n ak\u0131\u015f\u0131n\u0131 y\u00f6netmek i\u00e7in b\u00fcy\u00fck \u00f6l\u00e7\u00fcde boru hatlar\u0131na g\u00fcvenir. Sistem performans\u0131n\u0131 optimize etmek, yetersiz veya a\u015f\u0131r\u0131 ak\u0131\u015f nedeniyle ekipman hasar\u0131n\u0131 \u00f6nlemek ve g\u00fcvenilir ve verimli elektrik \u00fcretimi sa\u011flamak i\u00e7in hassas ak\u0131\u015f h\u0131z\u0131 hesaplamalar\u0131 esast\u0131r.<\/li>\n<li><strong>Is\u0131tma, Havaland\u0131rma ve Klima (HVAC) Sistemleri:<\/strong> Binalarda, ak\u0131\u015f h\u0131z\u0131 hesaplamalar\u0131 HVAC sistemlerinde hava ve suyun da\u011f\u0131t\u0131m\u0131n\u0131 tasarlamak ve dengelemek i\u00e7in kullan\u0131l\u0131r. Do\u011fru hesaplamalar uygun havaland\u0131rmay\u0131, verimli \u0131s\u0131tma ve so\u011futmay\u0131 ve konforlu i\u00e7 ortam ko\u015fullar\u0131n\u0131n s\u00fcrd\u00fcr\u00fclmesini sa\u011flar.<\/li>\n<li><strong>Tar\u0131msal Sulama:<\/strong> Tar\u0131mda, ak\u0131\u015f h\u0131z\u0131 hesaplamalar\u0131 verimli sulama sistemleri tasarlamak ve y\u00f6netmek i\u00e7in \u00f6nemlidir. Bu hesaplamalar, mahsullere verilen suyun kesin miktar\u0131n\u0131 belirler, su kullan\u0131m\u0131n\u0131 optimize eder, israf\u0131 en aza indirir ve sa\u011fl\u0131kl\u0131 bitki b\u00fcy\u00fcmesini destekler.<\/li>\n<li><strong>Yang\u0131n Koruma Sistemleri:<\/strong> Yang\u0131n s\u00f6nd\u00fcrme sistemlerinin tasar\u0131m\u0131nda yeterli ak\u0131\u015f h\u0131z\u0131n\u0131n sa\u011flanmas\u0131 kesinlikle kritik \u00f6neme sahiptir. Do\u011fru ak\u0131\u015f h\u0131z\u0131 hesaplamalar\u0131, yang\u0131na verilebilecek su veya yang\u0131n s\u00f6nd\u00fcrme maddesi miktar\u0131n\u0131 belirler; bu da etkili yang\u0131n s\u00f6nd\u00fcrme ve can ve mal\u0131n korunmas\u0131 i\u00e7in olmazsa olmazd\u0131r.<\/li>\n<\/ul>\n<p>The <strong>Boru Hatt\u0131 Ak\u0131\u015f H\u0131z\u0131 Hesaplay\u0131c\u0131<\/strong> Bu \u00e7e\u015fitli end\u00fcstrilerde \u00e7al\u0131\u015fan m\u00fchendisler, teknisyenler ve di\u011fer profesyoneller i\u00e7in de\u011ferli bir ara\u00e7 g\u00f6revi g\u00f6rerek, boru hatt\u0131 tasar\u0131m\u0131, i\u015fletimi ve bak\u0131m\u0131 konusunda bilin\u00e7li kararlar almalar\u0131n\u0131 sa\u011flayarak, sonu\u00e7 olarak daha g\u00fcvenli, daha verimli ve daha uygun maliyetli ak\u0131\u015fkan ta\u015f\u0131ma sistemlerine yol a\u00e7ar.<\/p>\n<p>Pompa sistemi tasar\u0131m\u0131 i\u00e7in \u015funu kullan\u0131n: <a href=\"https:\/\/www.calculator6.com\/tr\/pompalarda-sicaklik-artisi-hesaplama\/\">Pompalarda S\u0131cakl\u0131k Art\u0131\u015f\u0131 Hesaplama<\/a> Ak\u0131\u015f h\u0131zlar\u0131n\u0131n termal performans\u0131 nas\u0131l etkiledi\u011fini de\u011ferlendirmek.<\/p>","protected":false},"excerpt":{"rendered":"<p>Boru Hatt\u0131 Debi Hesaplay\u0131c\u0131s\u0131, belirli bir boru hatt\u0131 sistemi i\u00e7in debiyi hesaplamak i\u00e7in kullan\u0131lan bir ara\u00e7t\u0131r.<\/p>","protected":false},"author":1,"featured_media":5740,"comment_status":"closed","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[20],"tags":[],"class_list":["post-266","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-civil"],"_links":{"self":[{"href":"https:\/\/www.calculator6.com\/tr\/wp-json\/wp\/v2\/posts\/266","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.calculator6.com\/tr\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.calculator6.com\/tr\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.calculator6.com\/tr\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.calculator6.com\/tr\/wp-json\/wp\/v2\/comments?post=266"}],"version-history":[{"count":1,"href":"https:\/\/www.calculator6.com\/tr\/wp-json\/wp\/v2\/posts\/266\/revisions"}],"predecessor-version":[{"id":4941,"href":"https:\/\/www.calculator6.com\/tr\/wp-json\/wp\/v2\/posts\/266\/revisions\/4941"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.calculator6.com\/tr\/wp-json\/wp\/v2\/media\/5740"}],"wp:attachment":[{"href":"https:\/\/www.calculator6.com\/tr\/wp-json\/wp\/v2\/media?parent=266"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.calculator6.com\/tr\/wp-json\/wp\/v2\/categories?post=266"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.calculator6.com\/tr\/wp-json\/wp\/v2\/tags?post=266"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}