世界近代三大数学难题简洁的直观证明（文本格式2017年网络普及版）

沟道效应

3582`3`````````````````````````````````````1789×0.0474*2````````````≈170…`=156``+14
3584`````7`````````````````````````````````1790×0.0474*6/5``````````≈101…`=98```+3
3586```````11``````````````````````````````1791×0.0474*10/9`````````≈94…``=100``-6
3588`3```````13`````23`````````````````````1792×0.0474*528/231``````≈194…`=198``-4
3590```5```````````````````````````````````1793×0.0474*4/3``````````≈113…`=108``+5
3592```````````````````````````````````````1794×0.0474``````````````≈85…``=80```+5
3594`3`````````````````````````````````````1795×0.0474`*`2``````````≈169…`=178``-9
3596``````````````````29`31````````````````1796×0.0474`*`840/783````≈91…``=86```+5
3598`````7`````````````````````````````````1797×0.0474`*`6/5````````≈102…`=110``-8
3600`3`5```````````````````````````````````1798×0.0474`*`8/3````````≈227…`=232``-5

沟道效应

区间∣2N含奇质因数3至59的谱性排列显示表           ∣N-2 ∣计算式   ∣据vP因数 ∣wP+````∣wP+``∣计
2N``∣``````````````````````````````````∣`的`∣的下界   ∣得`到`的`∣的计```∣`的```∣算
的``∣`5```11``17```23``31``41```47```59`∣有序∣恒定系`∣上`浮`增`∣算取```∣实迹``∣误
数列`3```7```13``19```29``37```43```53```∣数列∣数`值``∣量`比`分`∣整值```∣对数``∣差
3602`````````````````````````````````````1799×0.0474``````````````≈85…```=87````-2
3604```````````17```````````````````53```1800×0.0474``*`832/7655``≈92…```=92`````0
3606`3```````````````````````````````````1801×0.0474``*`2`````````≈170…``=172```-2
3608``````11````````````````41```````````1802×0.0474``*`400/351```≈97…```=96````-1
3610```5`````````19``````````````````````1803×0.0474``*`72/51`````≈120…``=122```-2
3612`3```7`````````````````````43````````1804×0.0474``*`504/205```≈210…``=208```+2
3614````````13```````````````````````````1805×0.0474``*`12/11`````≈93…```=94````-1
3616`````````````````````````````````````1806×0.0474``````````````≈85…```=90````-5
3618`3```````````````````````````````````1807×0.0474``*`2`````````≈171…``=182``-11
3620```5`````````````````````````````````1808×0.0474``*`4/3```````≈114…``=108```+6

沟道效应

3622``````````````````````````````````````1809×0.0474```````````````≈85…``=89```-4
3624`3````````````````````````````````````1810×0.0474`*`2```````````≈171…`=174``-3
3626`````7````````````````37``````````````1811×0.0474`*`216/175`````≈105…`=108``-3
3628``````````````````````````````````````1812×0.0474```````````````≈85…``=88```-3
3630`3`5``11``````````````````````````````1813×0.0474`*`80/27```````≈254…`=260``-6
3632``````````````````````````````````````1814×0.0474```````````````≈86…``=80``+6
3634````````````````23````````````````````1815×0.0474`*`22/21````````≈90…``=96``-6
3636`3````````````````````````````````````1816×0.0474`*`2```````````≈172…`=176``-4
3638```````````17`````````````````````````1817×0.0474`*`16/15```````≈91…``=88```-3
3640```5`7``13````````````````````````````1818×0.0474`*`288/165`````≈150…`=156``-6

沟道效应

3642`3`````````````````````````````````````1819×0.0474`*`2``````````≈172…`=168``+4
3644```````````````````````````````````````1820×0.0474``````````````≈86…``=84```-2
3646```````````````````````````````````````1821×0.0474``````````````≈86…``=95```-9
3648`3```````````19````````````````````````1822×0.0474`*`36/17``````≈182…`=194``-8
3650```5```````````````````````````````````1823×0.0474`*`4/3````````≈115…`=106``+9
3652```````11``````````````````````````````1824×0.0474`*`10/9```````≈96…``=88```+8
3654`3```7````````````29```````````````````1825×0.0474`*`336/135````≈210…`=210```0
3656```````````````````````````````````````1826×0.0474``````````````≈86…``=95```-9
3658````````````````````31````````````59```1827×0.0474`*`1740/1653``≈91…``=92```-1
3660`3`5```````````````````````````````````1828×0.0474`*`8/3````````≈231…`=232``-1

沟道效应

3662```````````````````````````````````````1829×0.0474``````````````≈86…``=83```+3
3664```````````````````````````````````````1830×0.0474``````````````≈86…``=86````0
3666`3```````13``````````````````47````````1831×0.0474`*`1104/495```≈193…`=190```-1
3668`````7`````````````````````````````````1832×0.0474`*`6/5````````≈104…`=110```-6
3670```5```````````````````````````````````1833×0.0474`*`4/3````````≈115…`=110```+5
3672`3`````````17``````````````````````````1834×0.0474`*`32/15``````≈185…`=178```+7
3674```````11``````````````````````````````1835×0.0474`*`10/9```````≈96…``=94````+2
3676```````````````````````````````````````1836×0.0474``````````````≈87…`=84````+3
3678`3`````````````````````````````````````1837×0.0474`*`2``````````≈174…`=182```+8
3680```5````````````23`````````````````````1838×0.0474`*`4/3````````≈116…`=118```-2

沟道效应

3682````7``````````````````````````````````1839×0.0474`*`6/5````````≈104…`=112``-8
3684`3`````````````````````````````````````1840×0.0474`*`2``````````≈174…`=178``-4
3686```````````19``````````````````````````1841×0.0474`*`18/17``````≈92…``=92```0
3688```````````````````````````````````````1842×0.0474``````````````≈87…``=86```+1
3690`3`5````````````````````41`````````````1843×0.0474`*`320/117````≈239…`=232``+7
3692`````````13````````````````````````````1844×0.0474`*`12/11``````≈95…``=96```-1
3694```````````````````````````````````````1845×0.0474``````````````≈87…``=87```0
3696`3``7`11```````````````````````````````1846×0.0474`*`120/45`````≈233…`=226``+7
3698``````````````````````````43```````````1847×0.0474`*`42/41``````≈89…```=82``+7
3700```5``````````````````37```````````````1848×0.0474`*`144/105````≈123…`=124``-1

沟道效应

3702`3`````````````````````````````````````1849×0.0474`*`2``````````≈175…`=176``-1
3704```````````````````````````````````````1850×0.0474``````````````≈87…``=84```+3
3706```````````17``````````````````````````1851×0.0474`*`16/15``````≈93…``=108``-15
3708`3`````````````````````````````````````1852×0.0474`*`2``````````≈175…`=190``-15
3710``5`7```````````````````````````53`````1853×0.0474`*`1248/765```≈143…`=144``-1
3712``````````````````29```````````````````1854×0.0474`*`28/27```````≈90…``=88``+2
3714`3`````````````````````````````````````1855×0.0474`*`2``````````≈175…`=174``+1
3716```````````````````````````````````````1856×0.0474``````````````≈88…``=84```+2
3718``````11`13````````````````````````````1857×0.0474`*`120/99`````≈106…`=100``+6
3720`3`5````````````````31`````````````````1858×0.0474`*`240/87`````≈243…`=236``+7

沟道效应

````看了上列验证表，我们就可以完全坚信：用谱法证明歌德巴赫偶数猜想成立后，是完全可以用公式
（6）作验证的。

沟道效应

````上列这个连续的登记表，把相邻偶数含1+1数对(wP+)有三倍之多(最大差异近4倍)的波动情形，
前无先例地作了精确表现；这是历史上从哈代延传到华罗庚为止，诸多解析数论前辈数学家们给出
的大同小异的那些外观猜测性计算式，无论怎样调整其“系数”，也是绝对无法实现的。

沟道效应

````评说：中国本土民间学者周明祥，早在2007年前就对世界近代三大数学难题，给出了具有中国古文
化特色的证明，并在2011年6月20日被授予了科学中国人2010年度人物称号，应当说，问题已划上了
句话。但是，这三个证明，完全突破了主流数学界所推崇的不定方程正整数构造理论、解析数论、拓扑
点染色理论的经典道路。故三年后，周明祥在一些有关的论坛上就不受待见了（主要表现为被摒屏或无
法登陆）；在此情况下，一些崇洋媚外的信徒，又持泊来品理论冒出了“是永远无法证明的…”反宣传。
为此，在下于7、8、9三个月间，在论坛＿数学中国，坚持将周明祥几十年来的多侧面证明，简洁成
《世界近代三大数学难题简洁的直观证明(文本格式2017年网络普及版)》一篇三节短文，发出了杂音，
对“是永远无法证明的…”谬误，进行了映照性反驳。