AKepraduced fromthedoldingsof jolene222 ~ HOLMES “BRERA EREiKGE! RepiolPe N° ENGINEERING. CALCULATION SHEET SHEET__ /- - ENGINEERS - CONSTRUCTORS By_€.5Dare= / NL ed I TITLE... _OF MEIC oar OF.TIOE AT AMYTHAE Obtain from the predictions the high water and low water, one of which is before ma the as ‘the difference between the times of: other after the time for which the height is required. eccurrence of these tides is the curation of rise or fall, and the difference between their: heights is the range of tide. Find the difference between the time of the nearest high or Qe4 TIOk! OF BISE OF FALL: low and the time for which the height 1s required, m LTE FROM NEAREST AIGA OL LOW WATEL 4 0 C68) 2 WIA Ae AZ edeo lo AMS A “) /{OG 1/217 Zol/ ZA 2 |/ Od / S2 20a) 4 @0loane 710 tae B6\0-43\2 SAI 2)! OF) (8\/ 27\/ AB 4A \/ BB) ZONZ OY. > £2010 090/96 Bo alo SAO Sito! / oSI (Bj £4) / BB) / 43) / SEZ ON 2| ZED 5 a0\0 yo| 0 2010 210 #12 #0|/ Gols 121) 20 80 pdo\/@\e a@\2j0\ea\2H SB €O\P \284/\e Be C #2 Bs Ay “i 25/ Be)! 47'/ SIN2 OBNE /? 2ER ZAC SBS PO\O " \0 23\ 5 BI OFS ost 2B) 1? / BsdE: {B32 CPD\Z/412 ZAZ BP IER @ OOl6/2 2 8E\0 2610 48\) a0. / y2\/ e2t!) 20\/ a8\ 2 CO|\2 /2)\2 AA\ 2 BAZIB |Z 00 L229 10 /3\0 2510 aglo s/f.4O38\/ te | 20s 4) B8\2 o7 2/9 \2 32\2Z45'\2 57 |B /0 & dE \9/3\0 2719 golo S3 far 20:/ BF is a7 2202 (312 Z7\2Z 40 2 EGA O7 2-20 7 OO%8 4 \0 Z8\0 4216 Se |/ (2f 261) 48 J SEE 26‘22012 Bgie 4g 208.56 3B 7 COC LE OPAC dd 0 S7\/ 18 | / eel) 2) 57/2 ele er 24/12 Sais s/ 3 5\8 40 7 dO|O 1S | Bi \Odbl/ O/ h/ 91) 82|/ 97 2 03\2 i233 2erle ats3 35 |3 SO 8 00 0 6 \O82 QLE\/ OF |) 2ZO\/ BE'/ B2 2 oplZ Zd:E80 2EE\312 3 2012 dd JOO 8B 20 O17 ¢ 38\0 0 O77 \/f &B (40: 27 2/312 BO|Z 97 |B OB|S £0 357/353 dio B dOVW!/7 \e35 |OBE\/ OF jen \4dFe 2/7 |\2 26|2 $3 au |3 28134608 #20 ff 7. OO\O 1B \O B@\2 Sd} /2\/ BE |Ve po 2 dle dz 5 as a\35\asdld 2 |4m | COLRECTIOA “FT | TO HEIGHT a po CAE \VEG\CC OC OPED GO\OSl E/S\O/ [ALAS A2 )O2 14.0 Veo O08 LOE Gab '\e.2\62 )}02\)O83\27;\042)2¢ \as M/S OO DO G0\Of X 22 60) 002!1a/ | o-4 \e.i I|OAZ AZ) Os | 24 ‘0.2 (22/03 OANEEVIS\ 0656.7 of aap OB CA NOS |C6'OC7 LOR IAF u 2S )60|CL 0% [al a2 [02 0.8 loa 28 J G 2° OZ 63 CANOE Eb 1ECBNOF {O42 03 AS yy BAL OL ee o./ | az sk OF bd 2 Orige $46 .,e7ls4lté Wy 40|66 ler is. jazicgjadias lar Ee LONE LEV, GIA 248 LO 46.8 Cas ie (2.3 od \e.4 lo? ag ihe AB [46 1/8120 ltd BE 122 BIA | od o/| 5.54570 [2./ ai lez | shlong 9.7 |O7 4A VE 4. Ak 08 160 bas Of 27 \£9 2 12.3 28 Ok iB AL Le AS LAT \20 | 22 [28 bO\Ge oo acer lo.d ee CBO if A Ab / * 22:25 28 2 LE AB a) ledin? Be t6)oo es (Arles oe Oe OB LJ LA LG JF IED 2b 29 Re 7.0 : 128 | \A/ q eects - (Cont'd at bottom of page) o he.d Le. oe 2|A48 |.Azlag pe LA SBNA | Bok 2BI8/ 13S Enter thd table with the duratien of rise or fall , Which most nearly agrees with the actual value, and on that horizontal line find the time from the nearest high or low water which the — sprees most nearly with thaeorresrohdine ectusl diff, The correction sought is in