東南大學(xué)港口規(guī)劃布置課程設(shè)計(jì)

ThismodelpaperwasrevisedbytheStandardizationOfficeonDecember10,2020ThismodelpaperwasrevisedbytheStandardizationOfficeonDecember10,2020東南大學(xué)港口規(guī)劃布置課程設(shè)計(jì)《港口規(guī)劃與布置》課程設(shè)計(jì)計(jì)算說(shuō)明書交通學(xué)院港航系二○一三年八月目錄設(shè)計(jì)基礎(chǔ)資料··························································································3

港口狀況及發(fā)展規(guī)劃··········································································3

設(shè)計(jì)船型·························································································3

裝卸工藝及裝卸能力··········································································3

港處自然條件···················································································3

施工能力·························································································3

主要投資項(xiàng)目單價(jià)·············································································4

其他經(jīng)濟(jì)參數(shù)假設(shè)·············································································4港口規(guī)?！ぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁ?件雜貨碼頭最優(yōu)泊位數(shù)······································································6散貨碼頭最優(yōu)泊位數(shù)·········································································6泊位年通過(guò)能力驗(yàn)算·········································································6港口總體布置··························································································8港口水域布置···················································································8碼頭布置···················································································8碼頭頂高程········································································8碼頭前沿水深（底高程）······················································8港池寬度···········································································9航道水深（底高程）和寬度···················································9回旋水域···········································································9泊位長(zhǎng)度·········································································10碼頭長(zhǎng)度·········································································10防波堤布置··············································································10港口陸域布置·················································································11件雜貨碼頭··············································································11散貨碼頭·················································································12工程投資經(jīng)濟(jì)分析···················································································13工程量計(jì)算····················································································13投資估算及投資時(shí)間表·····································································14經(jīng)濟(jì)效益分析·················································································14方案評(píng)價(jià)及總結(jié)······················································································161設(shè)計(jì)基礎(chǔ)資料一、港口狀況及發(fā)展規(guī)劃該港于1999年開工建設(shè)，并于當(dāng)年建成兩個(gè)泊位，于2000年投產(chǎn)使用，當(dāng)時(shí)吞吐量60萬(wàn)噸。投產(chǎn)初期吞吐量增長(zhǎng)較快，為適應(yīng)增長(zhǎng)的吞吐量，于2003年、2004年各建成一個(gè)泊位，到2005年港口吞吐量達(dá)到150萬(wàn)噸，2009年又增建一個(gè)泊位，到2010年吞吐量已達(dá)160萬(wàn)噸，預(yù)計(jì)（條件A）2015年吞吐量可達(dá)到240萬(wàn)噸，2020年達(dá)到360萬(wàn)噸，到2025年可達(dá)到450萬(wàn)噸，以上所說(shuō)吞吐量均為件雜貨。根據(jù)需要，規(guī)劃2025年以后每年有300萬(wàn)噸煤炭從該港出口。二、設(shè)計(jì)船型該港的代表船型為：遠(yuǎn)洋雜貨船為萬(wàn)噸級(jí)，尺度為××13×9.2m；遠(yuǎn)洋散貨船為3萬(wàn)噸級(jí)，尺度為190×26××。兩種船在港一天所需費(fèi)用均為Cs=萬(wàn)元/艘·日。三、裝卸工藝及裝卸能力件雜貨的裝卸采用門機(jī)加流動(dòng)機(jī)械到庫(kù)場(chǎng)的工藝流程，裝卸能力R=1800噸/泊·日，件雜貨船舶在該港的平均裝卸量為G=8000噸/艘，Cb=萬(wàn)元/泊·日。煤炭裝船規(guī)劃采用裝船機(jī)，堆場(chǎng)采用斗輪式堆取料兩用機(jī)，中間用皮帶機(jī)輸送。裝船能力R=7500噸/泊·日，運(yùn)煤船在該港的平均裝船量為G=萬(wàn)噸/艘，Cb=萬(wàn)元/泊·日。四、建港處自然條件1地形地質(zhì)建港處陸地寬廣、平坦，有足夠的場(chǎng)地面積供布置庫(kù)場(chǎng)及后方設(shè)施使用。陸域平均標(biāo)高+3米左右，附有1：5000地形圖一張。建港區(qū)為沙質(zhì)海岸，海底沙礫粒徑0.5毫米左右，泥沙運(yùn)動(dòng)弱。趨于平衡，無(wú)嚴(yán)重的淤積和沖刷。2水文氣象建港處的風(fēng)浪資料的分析結(jié)果見附圖的風(fēng)玫瑰圖和波浪玫瑰圖。該海區(qū)為不規(guī)則半日潮，據(jù)分析設(shè)計(jì)高水位+1.76米，設(shè)計(jì)低水位-0.15米。海流方向多為ES向，流速小于1節(jié)。該地區(qū)少雨少霧，據(jù)統(tǒng)計(jì)年最多降雨天數(shù)134天，其中雷雨天數(shù)28天，每次持續(xù)時(shí)間多在~小時(shí)。在冬季該地區(qū)常有封凍現(xiàn)象，但不影響航行和港口作用。五、施工能力港口設(shè)有專業(yè)施工隊(duì)，最大施工能力每年可完成3個(gè)泊位和300米長(zhǎng)的防波堤的工程量。六、主要投資項(xiàng)目單價(jià)1.萬(wàn)噸級(jí)碼頭岸線15萬(wàn)元/米；2.庫(kù)場(chǎng)：倉(cāng)庫(kù)1420元/米2，堆場(chǎng)520元/米2；件雜貨泊位倉(cāng)庫(kù)與堆場(chǎng)各占庫(kù)場(chǎng)總面積的50%；3.機(jī)械設(shè)備3200萬(wàn)元/泊位；4.防波堤0米以上：萬(wàn)元/0～-2米：萬(wàn)元/-2～-6米：萬(wàn)元/-6～-10米：萬(wàn)元/-10米以下萬(wàn)元/5.基建挖泥40元/方6.基建填土60元/方7.圍堰0米以上：萬(wàn)元/0～-2米：萬(wàn)元/-2～-6米：萬(wàn)元/-6～-10米：萬(wàn)元/8.征地動(dòng)遷港內(nèi)18萬(wàn)元/市畝，港外10萬(wàn)元/市畝；（1市畝=10000平方米9.港內(nèi)鐵路4000元/米，可按200萬(wàn)元泊位估算造價(jià)10.港外道路及公共設(shè)施綜合投資1500萬(wàn)元11.港內(nèi)道路綜合投資500萬(wàn)元/泊位12.水電供應(yīng)和通訊綜合投資420萬(wàn)元13.生活辦公設(shè)施投資1800萬(wàn)元/泊位14.每泊位分?jǐn)偟母圩鞔M(fèi)用440萬(wàn)元15.間接費(fèi)按直接投資費(fèi)用的35%計(jì)算七、其它經(jīng)濟(jì)參數(shù)假設(shè)1.盈利扣除營(yíng)運(yùn)費(fèi)后港口每吞吐一噸貨物的盈利為：件雜貨元/噸，煤炭為元/噸。2.稅收與還款港口企業(yè)收稅5%。港口凈盈利的70%用于還款，30%用于職工福利和基金。3.現(xiàn)金年利率i=8%，港口一切設(shè)施均假設(shè)使用到2055年為止，且不計(jì)殘值。2港口規(guī)模2015年2020年2025年貨種件雜貨件雜貨件雜貨煤炭Q240萬(wàn)噸360萬(wàn)噸450萬(wàn)噸300萬(wàn)噸R1800噸/日·泊位7500噸/日·泊位G8000噸/艘30000噸/艘Cb萬(wàn)元/泊·日萬(wàn)元/泊·日Cs萬(wàn)元/艘·日件雜貨碼頭最優(yōu)泊位數(shù)2015最優(yōu)泊位數(shù)計(jì)算：λ=1假設(shè)S=5、6、7，計(jì)算結(jié)果列于下。從表中數(shù)據(jù)可以看出最優(yōu)泊位數(shù)為6。SρTnnn567n>>2020最優(yōu)泊位數(shù)計(jì)算:

λ=1假設(shè)S=7、8、9，計(jì)算結(jié)果列于下。從表中數(shù)據(jù)可以看出最優(yōu)泊位數(shù)為8。SρTnnn789n>>2025最優(yōu)泊位數(shù)計(jì)算:λ=1假設(shè)S=9、10、11，計(jì)算結(jié)果列于下。從表中數(shù)據(jù)可以看出最優(yōu)泊位數(shù)為10。SρTnnn91011n>>散貨碼頭最優(yōu)泊位數(shù)λ=1假設(shè)S=2、3、4，計(jì)算結(jié)果列于下。從表中數(shù)據(jù)可以看出最優(yōu)泊位數(shù)為3。SρTnnn234n>>泊位年通過(guò)能力驗(yàn)算對(duì)于件雜貨碼頭設(shè)計(jì)通過(guò)能力，T=365天，G=8000噸/艘，tf=，td=24h，t=3h。2015年，新增吞吐量80萬(wàn)噸，應(yīng)新增1個(gè)泊位，設(shè)3臺(tái)門機(jī)，取p=210t/h,t則1個(gè)泊位的通過(guò)能力，滿足要求。2020年，新增吞吐量120萬(wàn)噸，新增2個(gè)泊位，設(shè)4臺(tái)門機(jī)，取p=280t/h，t滿足要求。2025年，新增吞吐量90萬(wàn)噸，新增2個(gè)泊位，3臺(tái)門機(jī)，取p=210t/h，t滿足要求。對(duì)于散貨碼頭設(shè)計(jì)通過(guò)能力，T=365天，G=萬(wàn)噸/艘，tf=，td=24h，t=3h，p=1500t/h。t滿足要求。3港口總體布置港口水域布置

碼頭布置碼頭頂高程碼頭頂高程=設(shè)計(jì)高水位+超高=+1~=~考慮到陸域平均標(biāo)高為+3m左右，取碼頭頂高程為3m。碼頭前沿水深（底高程）碼頭前沿水深：D=T+Z1+Z2+Z3+Z4Z2=KH4%-Z1式中T——設(shè)計(jì)船型滿載吃水，?。籞1Z2——波浪富余深度，計(jì)算結(jié)果為負(fù)值時(shí)，取為0,；K——系數(shù)，順浪取，橫浪?。籋4%——碼頭前允許停泊的波高，波列累計(jì)頻率為4%的波高，取1m；Z3——船舶因配載不均而增加的船尾吃水，雜貨船可不計(jì)，散貨船取；Z4——備淤富余深度，??；件雜貨碼頭：T=，Z1=，Z3=0，Z4=；根據(jù)波浪玫瑰圖知常浪向?yàn)闁|南向，為順浪，Z2=KH4%-Z1=×=0D=9.2+0.3+0+0+0.4=9.9m碼頭底高程：，取值煤碼頭：T=，Z1=，Z2=0，Z3=，Z4=；D=10.8+0.3+0+0.15+0.4=11.65m碼頭底高程：港池寬度突堤式碼頭，據(jù)規(guī)范突堤式碼頭兩側(cè)均有泊位且沿港池方向布置2個(gè)以上泊位時(shí)，港池寬度B不小于倍設(shè)計(jì)船長(zhǎng)；件雜貨：1.5L=1.5×161.9=242.85m，取值243m2B=2×=43m；煤炭：1.5L=1.5×190=285.00m，取值285m2B=2×26=52m；航道水深（底高程）和寬度據(jù)規(guī)范航道通航水深：D0=T+Z0+Z1+Z2+Z3件雜貨碼頭：取H4%=，T=，Z0=，Z1=，Z2=×=，Z3=0； D航道底高程：-0.15-煤炭碼頭：T=，Z0=，Z1=，Z2=，Z3=；

D航道底高程：-0.15據(jù)規(guī)范航道寬度，單向航道，取橫流0＜V≤，A=nW=A+2C=54.25+2×0.5×21.5=75.75m，取值76m2025年預(yù)留：A=nW=A+2C=65.06+2×0.75×26=104.05m，取值105m回旋水域：2.0L=2×161.9=323.8m，取值324m2025年預(yù)留： 2.0L=2×190=380m泊位尺度根據(jù)規(guī)范知：

件雜貨碼頭：設(shè)計(jì)船長(zhǎng)L=，富裕長(zhǎng)度d=19m；

煤碼頭：設(shè)計(jì)船長(zhǎng)L=，富裕長(zhǎng)度d=19m碼頭長(zhǎng)度

根據(jù)規(guī)范岸壁折角處的泊位長(zhǎng)度應(yīng)按下式確定Lb=ξL+d2

2015年取值2020年：2個(gè)泊位，θ=90°時(shí)，ξ=，

L取值2×225=450m

2025年：2個(gè)泊位，θ=60°時(shí)，ξ=，θ=90°時(shí)，ξ=，取值煤碼頭：3個(gè)泊位，θ=90°時(shí)，ξ=，，θ=60°時(shí)，ξ=，

L取值預(yù)留4個(gè)泊位，L取值724m防波堤布置 防波堤布置如設(shè)計(jì)圖所示。泊穩(wěn)驗(yàn)算： 港外波高H=3m，波長(zhǎng)L=60m。 采用斜坡式防波堤,根據(jù)海港水文規(guī)范，驗(yàn)算兩個(gè)最不利點(diǎn)，BrLαB/L(r/L)^KdHE驗(yàn)算點(diǎn)16016驗(yàn)算點(diǎn)2446605HE<港口陸域布置件雜貨碼頭E=QhKA=2015年新增1個(gè)泊位，吞吐量增加80萬(wàn)噸QE堆場(chǎng)：綜合貨種，取q=m2Kk=75%A倉(cāng)庫(kù)：綜合貨種，取q=m2Kk=70%A對(duì)于每一個(gè)泊位：A倉(cāng)庫(kù)=16500m2A堆場(chǎng)=7650建立堆場(chǎng)尺寸：170m×45m;倉(cāng)庫(kù)尺寸250m2020年新增2泊位，吞吐量增加120萬(wàn)噸QE堆場(chǎng)：綜合貨種，取q=m2Kk=75%A倉(cāng)庫(kù)：綜合貨種，取q=m2Kk=70%A對(duì)于每一個(gè)泊位：A倉(cāng)庫(kù)=12250m2A堆場(chǎng)=5850建立堆場(chǎng)尺寸：130m×45m×2倉(cāng)庫(kù)尺寸：230m×38m+60m×60m+180m×69m2025年新增2個(gè)泊位，吞吐量增加90萬(wàn)噸QE堆場(chǎng)：綜合貨種，取q=m2Kk=75%A倉(cāng)庫(kù)：綜合貨種，取q=m2Kk=70%對(duì)于每一個(gè)泊位：A倉(cāng)庫(kù)=9360m2A堆場(chǎng)=4300建立堆場(chǎng)尺寸：172m×25m×2倉(cāng)庫(kù)尺寸：1散貨碼頭2025年新增3個(gè)泊位，吞吐量增加300萬(wàn)噸，取tdc=10d，αk=，QE=堆場(chǎng)：取q=m2Kk=75%A每個(gè)泊位的堆場(chǎng)面積：A堆場(chǎng)=8138m2，取A堆場(chǎng)=832建立堆場(chǎng)尺寸：160m×52m×34工程投資經(jīng)濟(jì)分析工程量分期計(jì)算圖1挖填土方示意圖運(yùn)用matlab結(jié)合Excel可繪制該挖填量示意圖，正數(shù)部分代表填土部分，深色部分代表挖土部分，由此可以看出整個(gè)港區(qū)的挖填狀況。表1工程投資表工程項(xiàng)目單位2014年2019年2023年2024年總量單價(jià)總投資量(萬(wàn)元）基建回填m312856053546006693301473570378310560元/方基建挖泥m3696960495900290745887850237145540元/方碼頭工程m178450410789182715萬(wàn)元/米27405港內(nèi)鐵路泊12238200萬(wàn)元/泊位1600倉(cāng)庫(kù)m21650024500187600597601420元/米2堆場(chǎng)m276501170086002441452364520元/米2機(jī)械設(shè)備泊122383200萬(wàn)元/泊位25600圍堰0米以上m4562501566041466萬(wàn)元/米0～-2米2623411045431250萬(wàn)元/米3700-2～-6米30303665071176萬(wàn)元/米-6～-10米9200092萬(wàn)元/米港內(nèi)道路泊12238500萬(wàn)元/泊位4000港作船費(fèi)用泊12238440萬(wàn)元/泊位3520生活辦公設(shè)施泊122381800萬(wàn)元/泊位14400征地動(dòng)遷市畝(泊)1223818萬(wàn)元/市畝水電供應(yīng)和通訊泊12238420萬(wàn)元420港外道路及公共設(shè)施泊122381500萬(wàn)元1500防波堤0米以上米00000萬(wàn)元/米00～-2米00000萬(wàn)元/米0-2~-6米00萬(wàn)元/米-6~-10米00萬(wàn)元/米-10米以下00000萬(wàn)元/米0直接費(fèi)用萬(wàn)元156213間接費(fèi)用萬(wàn)元35%直接費(fèi)用總費(fèi)用萬(wàn)元210887投資現(xiàn)值估算投資序列表計(jì)算：投資現(xiàn)值=D表2投資序列表年份2014201920232024現(xiàn)金年利率i8%8%8%8%代號(hào)j05910投資投資現(xiàn)值經(jīng)濟(jì)效益分析營(yíng)運(yùn)費(fèi)用：表3船舶在港發(fā)生的總費(fèi)用貨種年份SλTbαρTw/TbTwnwscsCs件雜貨2015620166201762018620196件雜貨2020820218202282023820248件雜貨202510干散貨20253年份年份號(hào)投資年收益待泊費(fèi)純盈利還款額交稅港口凈盈利還款現(xiàn)值欠款現(xiàn)值萬(wàn)元萬(wàn)元萬(wàn)元②-③④×70%④×5%④-⑤-⑥①②③④⑤⑥⑦⑧⑨201402015170401008603215082016270401008603215082017370401008603215082018470401008603215082019570401008603215082020617600162720217176001627202281760016272023917600162720241025520162720251145320152543795202612453201525437952027134532015254379520281445320152543795202915453201525437952030164532015254379520311745320152543795203218453201525437952033194532015254379502034204532015254379500020352145320152543795000203