資源簡介 參芳答案=10專題一直線運(yùn)動位移x2=2a12X2m=25m電梯加連到最大述度的時問,==08=51.【解析】汽車的速度v=21.6km/h=6m/s,汽車在前t=0.38十0.78=1.0s內(nèi)做勻速直線運(yùn)動,位w2=10移為:x1=t=6X1m=6m電梯減速運(yùn)動的位移x,一2:=2X]m=50m隨后汽車微減速運(yùn)動,位移為:x,=2a=2X5m=3.6m電梯減速運(yùn)動的時間1,=”=10a,=T8=l08所以該ETC通連的長度為:L=x1十x2=6m十3,6m=勻速運(yùn)動的時間1,=工一x)一x-84-25-508=0.9s109.6m【答案】9.6m則總時間t=t1十t2十tg=15.9s2.【解析】(1)設(shè)泥石流到達(dá)坡底的時間為1,速度為根據(jù)位移公式有,=十1G(3)設(shè)最大連度為,則整個過程受4,'十-'由速度公式有1=v十11+受4,'=h代入數(shù)據(jù)得v=8m/s其中h=84m,t=24s(2)泥石流到達(dá)坡底時,汽車速度=ag(t1一t)又a1t1'=azt'=um汽車位移x=2a:(4一)廣解得vm=4m/s【答案】(1)16m(2)15.98(3)4m/s當(dāng)汽車的速度與泥石流速度相等時,泥石流與汽車相距6.【解析】(1)當(dāng)兩車速度相等時,距離最遠(yuǎn),設(shè)t1時兩車最近設(shè)泥石流到達(dá)坡底后汽車又加速時間為2,故有1一速度相等,則有1==10108=134:t:=v十a(chǎn):l:泥石流水平位移=4一,兩車相距最遠(yuǎn)的距離為△x=4十x,一之a(chǎn)t行=10X】汽車位移xA=十之a(chǎn),號1m+15m-號×10×12m=20m相距最近的距離x=x。十xA一x無(2)設(shè)A車經(jīng)過1時間追上B車,則有,1+x,=號由以上各式解得x=6m代入數(shù)據(jù)可得1一2一3=0【答案】(1)8m/s(2)6m解得t=38或t=一1s(含去)3.【解析】(1)設(shè)潛水器加速階段的位移為x1,運(yùn)動時間此時A車的速度為v=at=30m/s為,末速度為,減速階段的位移為x,運(yùn)動時間為,則由勻變速直線運(yùn)動規(guī)律有v=21x1(3)A車停下來需要的時間為1=”=3041=48=7.5s0-w2=2(-42)x2假設(shè)A車停止前兩車再次相遇,設(shè)兩車相遇后再次相遇又x1十x:=3000m聯(lián)主代入數(shù)據(jù)可得x1=1000mv=20m/s經(jīng)過時間為4,則有=,一2a1號(2)根據(jù)勻變速直線運(yùn)動速度一時間公式可得代入數(shù)據(jù)解得t2=10s>t或t。=0(舍去)v=at則兩車再次相遇時A車已經(jīng)停止,假設(shè)不成立;設(shè)兩車0=v-d2t2又tg=t+g相遇后再次相逼經(jīng)過時間為4,則有,=受聯(lián)立整理代入數(shù)據(jù)解得t=3003,解得t,=11.25s【答案】(1)1000m(2)300s【答案】(1)20m(2)3s,30m/3(3)11.25s4.【解析】(1)根據(jù)平均建度定義口=,解得汽車在演區(qū)7.【解析】(1)設(shè)A車用時t追上B車,對A車,xA=t1ant間運(yùn)動的最短總時間1=于=0h=0.19h=684。對B車,x8=Ut(2)設(shè)勻加速行駛的時間為t1,勻速行駛的時間為t,汽相過時有x =xB十x車在區(qū)間測速起點(diǎn)的速度為,勻速行駛的速度為凸,解得=18,2=78區(qū)間測速終點(diǎn)的最高速度為,總位移為x,勻加速行顯然1為A車追上B車,由于12=7s>1=6s故4,歌的位移工=嗎十墜1,勻追行駛的位移,=,4,勻減2為A車停下后祓B(yǎng)車追上,速行駛的位移x,=心十”(1一1,一,)2十x設(shè)從開始到A車被B車追上月時為1s,則:=2a總位移x=x1十x2十x得1=7.25s聯(lián)主解得:v=72km/小所以△1=1g一t1,解得△1=6.25s【答案】(1)684s(2)72km/h(2)設(shè)當(dāng)A車與B車速度相等用時為t,則A一at,=5.【解析】(1)若上升過程中最大速度為8m/s,啟動到最U:,t4=4s大建度位移,氣若-2式3m=16m1則此過程中A車位移r'A=一之“,B車位移t'B(2)若上升過程中最大速度為10m/s,啟動到最大遂度=B139!">! @A;B6A!!,-./!Ynom!,!!23m) % i " %!,-4#&u $%baòà/L-! S '0 ¤aò# !@ % @ ${ "" @n" $&\ ¨!$1Am)#*!%(!ò $ü !0 i '0%& mO!G " t $O_ {%Gfu@!u[lf"fu@%u[lf3opm(!í $ " 3(#!:!*%#!#&u $ i no,#@ T#~ ü a i '0!q&"" *!%15! it$1O%&\5#*!/$!" ×& % \4#*!'$!& %& /;"" @!F( #&u $Gn"V !tC "" V N!& m i<=%& 4O#" /:!*+D! ¨Z[\]!q&""'!( i '0_:% ]) ""'%( i '0_:%`a]! """"""""""" '!( i._ ]op)"" '%( i ¤n":/1(",!$1H "" 2+" '+( i ¤n":/1(", !r*"" + % /o!""""""""""""""""""""""""""""""* "( *+!,-./!= o k&g%@ PQ /!" /!,-./! ~hQ*"6Ft !t < @ !òPQ O%ABm=!6 "" Yià_t %Gf&@!t 5i2m)% í 0;>- 7n _ü at " à F6!'5!*(9m %F5m % " % @Gfu@!09 < % c^ " 7n _tü ahQ@ %Gfuy! 6 t Y @ { Y no "0- < ! " @!nom,%&gomPE%=&k' Fm,!&gomE%= &k' / % " {< 9F"3$* " í W! W"cFopm'*%"3 @ ò %í I " g 6!9HIu@! %''5!G5(9 O!fg 9HIu@!k'Hu@N" "0 " B u@!ijGf&@%@fop Gf3í @í %}~m+*7!k' 0; "" u@%u[lf3op 3m$*! ¨k'6% 9B u@! ¨ k ' _ : % ^ " %] q& " ^]!q&! """"""""""""'!(@ PQ O%&@%&@f3op>*)"'( "Gfu@%u[lf3op '% (! !(< 9AhQb96 %AB3)"" '%(()&@ !l\ u[lf3(%o"" p!ùu[lf3(%cb oN!rk' " / u@7n% 6 B u@!"""""""""""""""""""""""""""""""""""* ") *.!,-./! m6%ò %%9% " '!,-!./!ZO_ mB% m5%ü %6m5 5!% 9 O%F 7n_ "% " t % Gfu@7n! {í_t ü t %Gfu@!u[lf3 "" Y 2m%槡+5% OAm %@ & m(! 5% _t ü t %Gfu " +" pK 4& % K! 9 @!u[lf3m(!Ynom,%! /< /&gom "% " {% o % 6 '%0t Y# K{!PE%=&k' 96è{%/ 9FCY"" N/< u@% !9; t Y "3$* Iu@!ù$* %í /< % "" @K{!7 9m o 6è u@6}~m+*:N!k'/ : < 9!ijk' " % 9!]§& n{,-%./%&tF u@ % < m5!=&k'% "" !oonom,%&gom*%= &k'^]XY ¨! "" / 9F "3 /< í I& !" *N I%k'WgtDN "" : 7 9!ij u@%u[lf3op"" m/,! ¨k'^]÷&@6è l k'" +ED" O !wL!" @ & ò 3XY " ¨!q&"""""""'!(qk' "3$*%op) ""'%(qk' / :< % '+(" k'% "3op í ! k' " HI %{z/ : < 9! á!qk' "3%op! " '%(DN I%k'tzW&@NA " /"" K/< %AB)"" '+(q&N '!D%&%+D( I%k'zW" / /" u@% 7 9 O%AB!""""""""""""""""""""""* #* *-!,-./!t %Mià !_t&@f3 " %u@í ü t !u[lf3opm>%í " í %Gf&@!t"" op ! &' / WU o O& Y%5ià _tu[lf3op " K n"' O&@EmGf&@(! @7"%Gfu@! 5ià *%"%)7n " n%%&@f3 7n&%u[lf3! "%u@í ü a"6F @ ! G7n " &'WgthQm'%P%1!*(%9{!ê %u@í ü a"6F@ !Y = " ar|%P (" !ij&'nom,%& &%k' 9''G*!.)!)(F "3$* " gomL! / % W mC*! I5o" F mí I&@! b96 W&@ " m3!XY&'%^]÷&'O%wL]!ùHIu@! 9/')!*(: 9<')!G)(! "" ¨ m(% ! / N_ &' W!¨k'^]!q& """"""""""""""" '!(q W &'% o >1(! q ' "!(=&k'%3g) " &' 69 I7n%N%"3$* %op'%(Gfu@%u[lf3op) " )" '+(=&k' 69 <:< 9%NO! "" '%( 7n%%&@f3op>#( +LK!" 槡 !,"" 7n&%u[lf3op( 槡L,K%# !qê" L%"" P :%&'f / WN"3$/ %o" p÷ " %}~))"" '+(mM 69F·kop í %"3"" 7n%%&' /êP :! @" 7n%%&@f3> 7n&%u[lf3"" (%!q>% ob (%% ob!"""2!,-mef & l% /L-!r " La%& '% !t"6F@ 't ("" !ü t %PQà /%< F @ "" ! < O_Yp 6!_Y " %F " F6 m % ~m0*7% %ò ""# . %7n%! 7n% _to ""p %í ü t %Gf&@ u "[lf3op&m(!%u[K @ ""áNTí %u@!7n% _Y 6 "" F @ Am1% 6 " ^y ""%Gfu@7n&! A3m%!231 2!"* #! * 展開更多...... 收起↑ 資源列表 【大題突破】專題八 安培力與磁場力(PDF版,含答案)——2026版高考物理培優(yōu)練 .pdf 大題答案.pdf 縮略圖、資源來源于二一教育資源庫