15 X ƬȒȅȵȒȇƺȇɎǣ ƳƺǼ ɀǣɀɎƺȅƏ Ƴǣ ǕȸȒȇƳƏ +MVWX (SVTSVEXMSR KIWXMWGI HE TMÄ HM ERRM MP TVSGIWWS MHVMGS REXYVEPI GSR PE GVIE^MSRI HM WMWXIQM HM TVSHSXXM HIHMGEXM 1I TEVXMGIPPI HƶEGUYE GLI KMYRKSRS WSXXS JSVQE HM TMSKKME ZIRKSRS MRJEXXM EGGSQTEKREXI E TEVXMVI HEP XIXXS VMZIWXMXS HE PEWXVI HM GSTIVXYVE (SZIV 1MJI EXXVEZIVWS M RSWXVM GEREPM HM KVSRHE IH M XYFM TPYZMEPM TIV TSM GSRZSKPMEVWM RIM TS^^IXXM TPYZMEPM I HMWTIVHIVWM RIPPI VIXM HM IZEGYE^MSRI 1I KVSRHI I M XYFM TPYZMEPM WSRS TVSHSXXM GSR YR TVSGIWWS HM IWXVYWMSRI XIGRSPSKMGEQIRXI EZER^EXS 5IV PE WGIPXE HIP TVSǻPS HM KVSRHE SGGSVVI ZEPYXEVI MP TVSǻPS KMYWXS HE MRWXEPPEVI 1E RSVQE IYVSTIE *3 HIWGVMZI MP QIXSHS TIV GEPGSPEVI PƶEHIKYEXI^^E MHVEYPMGE HIM WMWXIQM TIV PƶIZEGYE^MSRI HIPPI EGUYI QIXISVMGLI WXEFMPIRHSRI M VIUYMWMXM HM TVIWXE^MSRI 5IV GEPGSPEVI l’area ĎǖĎƖƖijƵå΄ĈĎʼnʼnå΄āŜſĎƂƖƞƂå & RIPPE JSVQYPE HE WIVZMVI GSR M GEREPM HM KVSRHE WI RSR HMZIVWEQIRXI WTIGMǻGEXS HE VIKSPEQIRXM RE^MSREPM I PSGEPM WM HIZI GSRWMHIVEVI PƶEVIE WY cui cade la pioggia non come area della falda, ma come TVSMI^MSRI SVM^^SRXEPI VIXXERKSPEVI HIPPE JEPHE Codice Sezione mm2 l/s ,73 0,33 GR100 3770 0,73 ,73 5560 1,19 GR145 7000 1,57 ,73 11900 3,11 GRQ 9188 ,7' GRG86 10030 ,7, PORTATA ACQUA & ² PƶEVIE HIPPE TVSMI^MSRI HIPPE GSTIVXYVE EVIE E^^YVVE MR Q 17 ² PE PYRKLI^^E HIPPE GSTIVXYVE HE HVIREVI '7 ² PE PEVKLI^^E HIPPE GSTIVXYVE HEP GEREPI HM KVSRHE EP GSPQS 5 5: PSP160 PSQ140 PSP140 (-&3 BR LR A A = LR x BR WI^MSRe ANGOLARE INTERNO RECUPERATORE TUBO TERMINALE IN PVC ANTIURTO COLLARINO IN PVC TUBO PLUVIALE TESTATA PER CANALE GIUNTO CON SCARICO GIUNTO SEMPLICE PROFILO DI GRONDA CURVE CICOGNA IN PVC CICOGNA IN LAMIERA ZINCATA E VERNICIATA GIUNTO SEMPLICE STAFFA PER PENSILINE STAFFA ZINCATA TESTATA PER GIUNTO CON SCARICO ANGOLARE ESTERNO CANALI DI GRONDA
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