�ۮ�&���"��q��%�$ղ����ʌ�IVek( ��Y�]��0��F��r^-�rIn�2.�l�'���p%v�� s�����07��j��Mk�L�Ыz�=�?k�Xo�����ߚ�����nGrg'�/)����x8a�Z���sL�ls��O��c-�ß� �������Dޡ��A�/>.x8��$n'辰��`������u�-�-�w�)tSl�O�E���f�����4�LF�8#��7&��po{L��c���� ����.^�ݯ�}��|�n�?�ڠ��t6���I�` � H��WMo7��W�:�"��@ �c7�:���T[�]�Q�(H��;�.���Q��2`�����y���w���r~�eo�L�m������M��W�ir~���͔�́�Nǔ��Üq� u�����_l��b��ذI�~��?? }�o��_�۷�S6:oG�?�lr=,ݘ\� hޤ��N�0@�)~���K�$�P��@�BE��J�Ӛ6"��1~~w�N�M�R��g�{�&h�)f��1���� �adGQ� H��W]O9}ϯ�c����-U�J(lWBˊy�>d!V�ti���������2̹���8g&��ۇ��͖�{���ݮn�׷�j�m��ϋ��Ϳ�J`Ny�dpLKɭ��Y���Q�?����m���W��g����.V_���������%�w��K�8_ 2113 0 obj <>stream h�bbd``b`�"��$ ��H�=, @�u=�� q��X� �D ����$�$�9��,F���?�� {� # ��X�] Flow Chart for 18” Parshall Flume Head (feet) MGD . Request A Parshall Flume Quotation. CFS . h�b```b``�e`a`��� �� @ �X���7�}�?��%7�7T�7@� 30N˜�"�t��>� ��LO��,Kb����R��):���������e`H���'����QŨ` �| 11.130 : 17.221 . %PDF-1.5 %���� GPM : Head (feet) MGD . hޤ��N�0��(s Ň�%)-��P���´��ȡr�X^~wm�- �Xj���dƞ� c!��Ѐ�Y��Y�7�@�J!PJ\cE@]�i+"@}72z�s^��S��B�u����ӧ�������}FRpU˳�~����4C��q�� :B)��=Z�Dt�������}�=�*'�걖�q�':�q!JQ)e�����]��h�17k"zG.o����x��|'c�8K��l䀰v-��I���^�z�{�f�c� �#�:�b��B�h��>N�h�qqZWj8��\��C`����X5�e^�.y�o5���*Z��l�e�;u�f��d�/�YR- It is available in throat sizes from 1 inch to 12 feet. ]�-�o$w�Ab�SvH�>R��#ɥe���j~=�[��z{ ��v��=�}tY�o���s����ұ�����d���*k̗��d�.WG���.��Ø��=�cl��|�C"�G���倲zE��\� S=l�o�ýY?�Â~Q�,���n[n�����nt[ 9�Vx_���:u_I� �Ղ\*�p 2267 0 obj <> endobj %%EOF 10.609 : 16.415 . h�b```b``�``a`ng`@ �r,8�����l�� endstream endobj 2271 0 obj <>stream %%EOF 0.56 . Online … ASTM D 1941-91 (2007): Standard Test Method for Open Channel Flow Measurement of Water with Parshall Flume 60% Submergence Transition ±3-5% Accuracy 6-Inch Parshall Flume Discharge Table. CFS : GPM . endstream endobj startxref %%EOF ���hҶ�I�.G \ ��]����ڳ�y԰q����5��o��X�XC?�PP*|*�]���qW\�X{ϺK���p* �{f��˽\����|�e����; �n�o��Պ]��?/Ry�XR��dҕ�~�u�[f$���k1��=f�o�)���Zł`�Znm\�c�ϣɇg�.֣���������6P&;�!NZ�LAw%��J3�:M%ny�Ȟ�{{����{��I.���h��5���6��X7wc6���ޭ����j��.���#fg��fzy[���8kMsus]�ӻ8dS�19f '�(hy�H���4��p�:$͇✐|`'y�8n��Qm����M�,F�3�a'ƶ� �Zqg���O�1U�y�����b���cHURs�"0�Wd*8�9�i���*o����:�t^�G�yX�Ǡ���,�c~���R�6�%�~dk�h��u4oh�{V7�����+g� ����f����;p(:N��$)��q��8��k.��a�����6�p؊�a�i��9�]����X�z�. The flume shall have a throat width and depth as specified on the plans. 0.28 : 0.68 . The inside of the flume shall be smooth and free of any irregularities. �@1�$�^�L�,�$& &!&M&i&�eIL�_�*����q330�����e`R�QŨ Parshall flume sizes are designated by the throat width, W, and dimensions are available for flumes from the 1-in size for free flow of 0.03 ft 3 /s at 0.2 ft of measuring head up to the 50-ft size with 3,000 ft 3 /s at a head of 5.7 ft. endstream endobj 2092 0 obj <>stream The free-flow discharge range and dimensions for Parshall flumes are given on figure 8 … 2088 0 obj <> endobj ;Z����tE� é����" U��c��jl��q�2���Z=B*� �q}jI�:��pR�C��S�S����,J,��A��`LZ{I�`Q$ �Ğ�. endstream endobj 2093 0 obj <>stream endstream endobj startxref �� ��^��SNx�%:i��Ͽ6�}_�������I̗�_g��w�V���o���ã��.'��1? 0.30849 : 138.452 . 2281 0 obj <>/Filter/FlateDecode/ID[<178258CECB2C396910E009EFB716AE2F><6E6612CAA53CD444BAE5AE106279DEAC>]/Index[2267 26]/Info 2266 0 R/Length 78/Prev 104890/Root 2268 0 R/Size 2293/Type/XRef/W[1 2 1]>>stream ���Y�i �7��'��TQQŨ` &Y %PDF-1.5 %���� H��W]O9}ϯ�c"-�}m_�RU���v%TV� ���PXA��T���kό=r� �*�_ߏs�x��ݬ�6�ݻ���fuu�����w�e~x����0 S4^�0ATqE�.p0-Ti=����mK4hת��fbWn-"��x \�^�J��O�K�{.p{i��E���'5F�ZȜƫ�qe�lT�m+���r��dh�3:y0��UҊ+�r(:n#! 10.869 . 16.816 : 7,547.7 . 0 0.57 h�bbd``b`�"��$ ��H�-,y@����� n9�$V|q3��6��ȱ�b``$�����w� /� # Formulas (H in feet): CFS = 2.06 H ft. 1.58 GPM = 924.5 H ft. 1.58 MGD = 1331 H ft. Formulas (H in meters): L/S = 381.2 H m 7,367.5 : 0.27 . h�bbd``b`Z $A�I@��7�`�$X���] �% �n��]$V|��^g`bdM��&����` � >f�r+ �|�.��?������ޟ�(AS�Q�n�Da4FG(E#��F}t�(�w�e�+���I�pkl�D��Z��1C��B��2em?Mc��&g��@6jf�"�����1��E��G��,Y����۽?���H�H�l�qs�f 1,103.9 : 0.17 . 0.06 : 0.46 . Parshall flume. endstream endobj 2089 0 obj <>/Metadata 27 0 R/OCProperties<>/OCGs[2103 0 R]>>/PageLabels 2084 0 R/PageLayout/OneColumn/Pages 2086 0 R/PieceInfo<>>>/StructTreeRoot 31 0 R/Type/Catalog>> endobj 2090 0 obj <>/ExtGState<>/Font<>/ProcSet[/PDF/Text/ImageC]/Properties<>/XObject<>>>/Rotate 0/StructParents 0/Tabs/S/Type/Page>> endobj 2091 0 obj <>stream CFS : GPM . H���;o9���%�G��$Á�0p�f�ew8��̙esw�*�$@�T$�{�����_�ɓ ��l����}��퓹��c޿����g��������a�-6����˓B��. GPM : Head (feet) MGD . 0.08 : 0.48 . ](�|0?9W���|�TB���@**��OMl� b�0��������D��l�=9t�� ��14�O͆�K?��@I���+�<>h'�V��q|��K,nWOq��$t���l���vu/��>��]U�O��yr�eL�z%�3�6j��/qN���OZ����1i)�@D��3���a2�������ϦFg����OG��I�Ej��yUɿ}�1����9Hnq�]��)Jh��XM.��ӛ��OכN/gb�e�G{��t9@���hM��pRy�ד���Q��`({L��� The flume shall be accurate in dimensions and shall include in one integrally molded piece, the approach, the throat and the downstream section. 1507 0 obj <>/Filter/FlateDecode/ID[<88278FA7875C4066D924A8F293B35589><3B1CC9100E234F4D85E3FBC958A568F6>]/Index[1493 26]/Info 1492 0 R/Length 75/Prev 84440/Root 1494 0 R/Size 1519/Type/XRef/W[1 2 1]>>stream Used in monitoring sewage, plant effluent, storm water and irrigation water the Parshall flume is still the best known and most widely used for permanent installations.

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